MINI MINI MANI MO
SET ECHO OFF
SET FEEDBACK 1
SET NUMWIDTH 10
SET LINESIZE 80
SET TRIMSPOOL ON
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SET PAGESIZE 100
@@?/rdbms/admin/sqlsessstart.sql
set escape on;
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9122,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 109,
6423,
9902,
'east',
'Long',
9122,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 110,
6423,
9903,
'up',
'h',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 221,
6424,
9901,
'north',
'Lat',
9122,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 220,
6424,
9902,
'east',
'Long',
9122,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 216,
6425,
9901,
'north',
'Lat',
9105,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 215,
6425,
9902,
'east',
'Long',
9105,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 223,
6426,
9901,
'north',
'Lat',
9122,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 222,
6426,
9902,
'east',
'Long',
9122,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 224,
6426,
9903,
'up',
'h',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 218,
6427,
9901,
'north',
'Lat',
9105,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 217,
6427,
9902,
'east',
'Long',
9105,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 219,
6427,
9903,
'up',
'h',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 225,
6428,
9901,
'north',
'Lat',
9101,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 226,
6428,
9902,
'east',
'Long',
9101,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 228,
6429,
9901,
'north',
'Lat',
9101,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 227,
6429,
9902,
'east',
'Long',
9101,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 230,
6430,
9901,
'north',
'Lat',
9101,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 231,
6430,
9902,
'east',
'Long',
9101,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 232,
6430,
9903,
'up',
'h',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 234,
6431,
9901,
'north',
'Lat',
9101,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 233,
6431,
9902,
'east',
'Long',
9101,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 235,
6431,
9903,
'up',
'h',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 214,
6495,
9905,
'down',
'D',
9002,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 111,
6496,
9904,
'up',
'H',
9095,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 112,
6497,
9904,
'up',
'H',
9003,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 113,
6498,
9905,
'down',
'D',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 114,
6499,
9904,
'up',
'H',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 115,
6500,
9910,
'Geocentre > equator/0E',
'X',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 116,
6500,
9911,
'Geocentre > equator/90E',
'Y',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 117,
6500,
9912,
'Geocentre > north pole',
'Z',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 118,
6501,
9908,
'west',
'Y',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 119,
6501,
9909,
'south',
'X',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 120,
6502,
9908,
'west',
'Y',
9031,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 121,
6502,
9909,
'south',
'X',
9031,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 122,
6503,
9908,
'west',
'Y',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 123,
6503,
9909,
'south',
'X',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 124,
6504,
9918,
'north-east',
'e',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 125,
6504,
9919,
'north-west',
'n',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 126,
6505,
9913,
'north-west',
'n',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 127,
6505,
9914,
'north-east',
'e',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 128,
6506,
9913,
'east-south-east',
'I',
9205,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 129,
6506,
9914,
'north-north-east',
'J',
9204,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 130,
6507,
9913,
'north',
'X',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 131,
6507,
9914,
'west',
'Y',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 132,
6508,
9920,
'east-south-east',
'I',
9208,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 133,
6508,
9921,
'north-north-east',
'J',
9209,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 134,
6509,
9908,
'west',
'M',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 135,
6509,
9909,
'south',
'P',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 173,
6510,
9918,
'north-east',
'x',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 174,
6510,
9919,
'north-west',
'y',
9001,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 177,
6511,
9922,
'Along receiver lines',
'I',
9208,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 178,
6511,
9923,
'Across receiver lines',
'J',
9209,
2 );
INSERT INTO epsg_coordinateaxis VALUES ( 213,
6512,
9916,
'up',
'z',
9001,
3 );
INSERT INTO epsg_coordinateaxis VALUES ( 211,
6512,
9918,
'east',
'x',
9001,
1 );
INSERT INTO epsg_coordinateaxis VALUES ( 212,
6512,
9919,
'north',
'y',
9001,
2 );
end;
/
commit;
begin
INSERT INTO epsg_coordinateaxisname VALUES ( 9901,
'Geodetic latitude',
'Angle from the equatorial plane to the perpendicular to the ellipsoid through a given point, northwards usually treated as positive.',
'Used in geographic 2D and geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9902,
'Geodetic longitude',
'Angle from the prime meridian plane to the meridian plane passing through the given point, eastwards usually treated as positive.',
'Used in geographic 2D and geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9903,
'Ellipsoidal height',
'Distance of a point from the ellipsoid measured along the perpendicular from the ellipsoid to this point. Positive if upwards or outside of the ellipsoid.',
'Used only as part of an ellipsoidal 3D coordinate system in a geographic 3D coordinate reference system, never on its own.',
'OGP based on ISO 19111',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9904,
'Gravity-related height',
'Height influenced by the Earth''s gravity field. In particular, orthometric height or normal height which are both approximations of the distance of a point above sea level. Positive upwards.',
'Used in a 1D vertical coordinate system.',
'ISO 19111 "Geographical information - Spatial referencing by coordinates".',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9905,
'Gravity-related depth',
'Depth influenced by the Earth''s gravity field, positive downwards.',
'Similar to gravity-related height, but with the positive increments in the opposite direction.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9906,
'Easting',
'East pointing axis used in 2D projected coordinate systems.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9907,
'Northing',
'North pointing axis used in 2D projected coordinate systems.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9908,
'Westing',
'West pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator)',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9909,
'Southing',
'South pointing axis used in 2D projected coordinate systems (e.g. south oriented transverse Mercator)',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9910,
'Geocentric X',
'First axis of a right-handed earth centered 3D cartesian coordinate system; lies in the zero-longitude plane, such that a vector pointing in the direction of the positive X will have a longitude of zero.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9911,
'Geocentric Y',
'Second axis of a right-handed earth centered 3D cartesian coordinate system; perpendicular to the zero-longitude plane, pointing eastward.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9912,
'Geocentric Z',
'Third axis of a right-handed earth centered 3D coordinate system; perpendicular to both X and Y, such that it completes a right-handed coordinate system, the Z-axis is approximately parallel to the earth''s rotation axis, positive towards the north pole.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9913,
'First local axis',
'First axis of any local coordinate system.',
'First and second local coordinate axes are assumed to be horizontal and may be supplemented by ''local height'' or ''local depth'' to form a local 3D coordinate system.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9914,
'Second local axis',
'Second axis of any local coordinate system.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9915,
'Third local axis',
'Third axis of any local coordinate system.',
'If the local coordinate system is 3-dimensional, then the first and second local coordinate axes shall be horizontal and the third axis vertical.',
'OGP',
'OGP',
TO_DATE('2000-06-22'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9916,
'Local height',
'Height influenced by the Earth''s gravity field, positive upwards.',
'Differs from gravity-related height in having an origin offset from sea level.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9917,
'Local depth',
'Depth influenced by the Earth''s gravity field, positive downwards.',
'Similar to local height, but with the positive increments in the opposite direction.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9918,
'Plant East',
'An axis of a local engineering grid 2D or 3D coordinate system. Plant East is 90 degrees clockwise from the Plant North axis when viewed from above the plane containing the two axes.',
'Not necessarily orientated to geographical east.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9919,
'Plant North',
'An axis of a local engineering grid 2D or 3D coordinate system. Plant North is 90 degrees counter-clockwise from the Plant East axis when viewed from above the plane containing the two axes.',
'Not necessarily orientated to geographical north.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9920,
'Bin grid I',
'First axis of seismic bin grid; positive I is 90 degrees clockwise from positive J-axis when viewed from above the plane containing the two axes.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9921,
'Bin grid J',
'Second axis of seismic bin grid; positive J is 90 degrees counter-clockwise from positive I-axis when viewed from above the plane containing the two axes.',
'',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9922,
'Inline',
'First axis of a seismic bingrid.',
'Inline is an ambiguous term, varying by usage.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9923,
'Crossline',
'Second axis of a seismic bingrid.',
'Crossline is an ambiguous term, varying by usage.',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9924,
'Platform East',
'An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform East is 90 degrees clockwise from the Platform North axis when viewed from above the plane containing the two axes.',
'Not necessarily orientated to geographical east.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9925,
'Platform North',
'An axis of an offshore platform engineering grid 2D or 3D coordinate system. Platform North is 90 degrees counter-clockwise from the Platform East axis when viewed from above the plane containing the two axes.',
'Not necessarily orientated to geographical east.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9926,
'Spherical latitude',
'Angle from the equatorial plane to the geocentric point vector, northwards usually treated as positive.',
'',
'Open GIS Consortium',
'OGP',
TO_DATE('2002-02-12'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9927,
'Spherical longitude',
'Angle from the prime meridian plane to the meridian plane passing through a point, eastwards usually treated as positive.',
'',
'Open GIS Consortium',
'OGP',
TO_DATE('2002-02-12'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9928,
'Geocentric radius',
'The distance from the (geocentric) coordinate system origin to a point. The third axis of a spherical coordinate system.',
'Used to avoid the singularity when the two angles in a 3D polar coordinate system lie in the same plane.',
'Open GIS Consortium',
'OGP',
TO_DATE('2002-02-12'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9929,
'Topocentric height',
'Vertical axis of a Cartesian 3D CS which is perpendicular to the ellipsoid and passes through the topocentric origin. Positive is up at the topocentric origin.',
'Used in topocentric coordinate-systems related geometrically to the ellipsoid, as opposed to those that are gravity-related. If the topocentric origin is on the ellipsoid surface, topocentric height = ellipsoidal height.',
'OGP',
'OGP',
TO_DATE('2007-10-29'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9930,
'Topocentric East',
'East pointing axis used in topocentric coordinate systems.',
'',
'OGP',
'OGP',
TO_DATE('2007-10-29'),
'',
0 );
INSERT INTO epsg_coordinateaxisname VALUES ( 9931,
'Topocentric North',
'Norh pointing axis used in topocentric coordinate systems.',
'',
'OGP',
'OGP',
TO_DATE('2007-10-29'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2000,
'Anguilla 1957 / British West Indies Grid',
3214,
'projected',
4400,
Null,
4600,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2001,
'Antigua 1943 / British West Indies Grid',
1273,
'projected',
4400,
Null,
4601,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2002,
'Dominica 1945 / British West Indies Grid',
3239,
'projected',
4400,
Null,
4602,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2003,
'Grenada 1953 / British West Indies Grid',
1551,
'projected',
4400,
Null,
4603,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2004,
'Montserrat 1958 / British West Indies Grid',
3279,
'projected',
4400,
Null,
4604,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2005,
'St. Kitts 1955 / British West Indies Grid',
3297,
'projected',
4400,
Null,
4605,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2006-02-03'),
'1999.740 2006.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2006,
'St. Lucia 1955 / British West Indies Grid',
3298,
'projected',
4400,
Null,
4606,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2006-02-03'),
'1999.740 2006.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2007,
'St. Vincent 45 / British West Indies Grid',
3300,
'projected',
4400,
Null,
4607,
19942,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2006-02-03'),
'1999.740 2006.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2008,
'NAD27(CGQ77) / SCoPQ zone 2',
1420,
'projected',
4499,
Null,
4609,
17700,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2009,
'NAD27(CGQ77) / SCoPQ zone 3',
1421,
'projected',
4499,
Null,
4609,
17703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2010,
'NAD27(CGQ77) / SCoPQ zone 4',
1422,
'projected',
4499,
Null,
4609,
17704,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2011,
'NAD27(CGQ77) / SCoPQ zone 5',
1423,
'projected',
4499,
Null,
4609,
17705,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2012,
'NAD27(CGQ77) / SCoPQ zone 6',
1424,
'projected',
4499,
Null,
4609,
17706,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2013,
'NAD27(CGQ77) / SCoPQ zone 7',
1425,
'projected',
4499,
Null,
4609,
17707,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2014,
'NAD27(CGQ77) / SCoPQ zone 8',
1426,
'projected',
4499,
Null,
4609,
17708,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2015,
'NAD27(CGQ77) / SCoPQ zone 9',
1427,
'projected',
4499,
Null,
4609,
17709,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2016,
'NAD27(CGQ77) / SCoPQ zone 10',
1428,
'projected',
4499,
Null,
4609,
17710,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Service of Quebec; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2017,
'NAD27(76) / MTM zone 8',
1429,
'projected',
4499,
Null,
4608,
17708,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2018,
'NAD27(76) / MTM zone 9',
1430,
'projected',
4499,
Null,
4608,
17709,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2019,
'NAD27(76) / MTM zone 10',
1431,
'projected',
4499,
Null,
4608,
17710,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2020,
'NAD27(76) / MTM zone 11',
1432,
'projected',
4400,
Null,
4608,
17711,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2021,
'NAD27(76) / MTM zone 12',
1433,
'projected',
4400,
Null,
4608,
17712,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2022,
'NAD27(76) / MTM zone 13',
1434,
'projected',
4400,
Null,
4608,
17713,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2023,
'NAD27(76) / MTM zone 14',
1435,
'projected',
4400,
Null,
4608,
17714,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2024,
'NAD27(76) / MTM zone 15',
1436,
'projected',
4400,
Null,
4608,
17715,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2025,
'NAD27(76) / MTM zone 16',
1437,
'projected',
4400,
Null,
4608,
17716,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2026,
'NAD27(76) / MTM zone 17',
1438,
'projected',
4400,
Null,
4608,
17717,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2027,
'NAD27(76) / UTM zone 15N',
1439,
'projected',
4400,
Null,
4608,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 15N (code 26715).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2028,
'NAD27(76) / UTM zone 16N',
1440,
'projected',
4400,
Null,
4608,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 16N (code 26716).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2029,
'NAD27(76) / UTM zone 17N',
1441,
'projected',
4400,
Null,
4608,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 17N (code 26717).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2030,
'NAD27(76) / UTM zone 18N',
1442,
'projected',
4400,
Null,
4608,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 18N (code 26718).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2031,
'NAD27(CGQ77) / UTM zone 17N',
1428,
'projected',
4400,
Null,
4609,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 17N (code 26717).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2032,
'NAD27(CGQ77) / UTM zone 18N',
1443,
'projected',
4400,
Null,
4609,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 18N (code 26718).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2033,
'NAD27(CGQ77) / UTM zone 19N',
1444,
'projected',
4400,
Null,
4609,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 19N (code 26719).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2034,
'NAD27(CGQ77) / UTM zone 20N',
1445,
'projected',
4400,
Null,
4609,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 20N (code 26720).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2035,
'NAD27(CGQ77) / UTM zone 21N',
1446,
'projected',
4400,
Null,
4609,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 21N (code 26721).',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2036,
'NAD83(CSRS98) / New Brunswick Stereo',
1447,
'projected',
4500,
Null,
4140,
19946,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.900',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2037,
'NAD83(CSRS98) / UTM zone 19N',
1448,
'projected',
4400,
Null,
4140,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.900',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2038,
'NAD83(CSRS98) / UTM zone 20N',
1449,
'projected',
4400,
Null,
4140,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.900',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2039,
'Israel / Israeli TM Grid',
2603,
'projected',
4400,
Null,
4141,
18204,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Israeli CS Grid (EPSG code 28193).',
'Survey of Israel.',
'OGP',
TO_DATE('2002-06-22'),
'1999.740 2002.340',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2040,
'Locodjo 1965 / UTM zone 30N',
1450,
'projected',
4400,
Null,
4142,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Abidjan 87 / UTM 30N (EPSG code 2041).',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2041,
'Abidjan 1987 / UTM zone 30N',
1450,
'projected',
4400,
Null,
4143,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Locodjo 65 / UTM 30N (EPSG code 2040).',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2042,
'Locodjo 1965 / UTM zone 29N',
1451,
'projected',
4400,
Null,
4142,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Abidjan 87 / UTM 29N (EPSG code 2043).',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2043,
'Abidjan 1987 / UTM zone 29N',
1451,
'projected',
4400,
Null,
4143,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Locodjo 65 / UTM 29N (EPSG code 2042).',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2044,
'Hanoi 1972 / Gauss-Kruger zone 18',
1452,
'projected',
4530,
Null,
4147,
16218,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces use of Indian 1960 / UTM zone 48 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3405).',
'',
'OGP',
TO_DATE('2006-09-13'),
'1999.740 2006.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2045,
'Hanoi 1972 / Gauss-Kruger zone 19',
1453,
'projected',
4530,
Null,
4147,
16219,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces use of Indian 1960 / UTM zone 49 after 1988. Replaced by VN-2000 / UTM zone 48N (CRS code 3406).',
'',
'OGP',
TO_DATE('2006-09-13'),
'1999.740 2006.840',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2046,
'Hartebeesthoek94 / Lo15',
1454,
'projected',
6503,
Null,
4148,
17515,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2047,
'Hartebeesthoek94 / Lo17',
1455,
'projected',
6503,
Null,
4148,
17517,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2048,
'Hartebeesthoek94 / Lo19',
1456,
'projected',
6503,
Null,
4148,
17519,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2049,
'Hartebeesthoek94 / Lo21',
1457,
'projected',
6503,
Null,
4148,
17521,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2050,
'Hartebeesthoek94 / Lo23',
1458,
'projected',
6503,
Null,
4148,
17523,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2051,
'Hartebeesthoek94 / Lo25',
1459,
'projected',
6503,
Null,
4148,
17525,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2052,
'Hartebeesthoek94 / Lo27',
1460,
'projected',
6503,
Null,
4148,
17527,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2053,
'Hartebeesthoek94 / Lo29',
1461,
'projected',
6503,
Null,
4148,
17529,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2054,
'Hartebeesthoek94 / Lo31',
1462,
'projected',
6503,
Null,
4148,
17531,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2055,
'Hartebeesthoek94 / Lo33',
1463,
'projected',
6503,
Null,
4148,
17533,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-03-07'),
'1999.740 1999.960 1999.980 2000.040',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2056,
'CH1903+ / LV95',
1286,
'projected',
4498,
Null,
4150,
19950,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces CH1903/LV03 (code 21781).',
'',
'OGP',
TO_DATE('2005-05-27'),
'1999.740 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2057,
'Rassadiran / Nakhl e Taqi',
1338,
'projected',
4400,
Null,
4153,
19951,
Null,
Null,
'Engineering survey for terminal site only.',
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2058,
'ED50(ED77) / UTM zone 38N',
1464,
'projected',
4400,
Null,
4154,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2059,
'ED50(ED77) / UTM zone 39N',
1465,
'projected',
4400,
Null,
4154,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2060,
'ED50(ED77) / UTM zone 40N',
1466,
'projected',
4400,
Null,
4154,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2061,
'ED50(ED77) / UTM zone 41N',
1467,
'projected',
4400,
Null,
4154,
16041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2062,
'Madrid 1870 (Madrid) / Spain',
2366,
'projected',
4499,
Null,
4903,
19921,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by ED50 / UTM after 1966.',
'',
'OGP',
TO_DATE('2000-03-07'),
'1999.740',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2063,
'Dabola 1981 / UTM zone 28N',
1468,
'projected',
4400,
Null,
4315,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes Conakry 1905 / UTM zone 28 (EPSG code 31528).',
'',
'OGP',
TO_DATE('1999-12-09'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2064,
'Dabola 1981 / UTM zone 29N',
1469,
'projected',
4400,
Null,
4315,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes Conakry 1905 / UTM zone 29 (EPSG code 31529).',
'',
'OGP',
TO_DATE('1999-12-09'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2065,
'S-JTSK (Ferro) / Krovak',
1306,
'projected',
6501,
Null,
4818,
19952,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2066,
'Mount Dillon / Tobago Grid',
1322,
'projected',
4407,
Null,
4157,
19924,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2067,
'Naparima 1955 / UTM zone 20N',
3143,
'projected',
4400,
Null,
4158,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2068,
'ELD79 / Libya zone 5',
1470,
'projected',
4499,
Null,
4159,
18240,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2069,
'ELD79 / Libya zone 6',
1471,
'projected',
4499,
Null,
4159,
18241,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2070,
'ELD79 / Libya zone 7',
1472,
'projected',
4499,
Null,
4159,
18242,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2071,
'ELD79 / Libya zone 8',
1473,
'projected',
4499,
Null,
4159,
18243,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2072,
'ELD79 / Libya zone 9',
1474,
'projected',
4499,
Null,
4159,
18244,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2073,
'ELD79 / Libya zone 10',
1475,
'projected',
4499,
Null,
4159,
18245,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2074,
'ELD79 / Libya zone 11',
1476,
'projected',
4499,
Null,
4159,
18246,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2075,
'ELD79 / Libya zone 12',
1477,
'projected',
4499,
Null,
4159,
18247,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2076,
'ELD79 / Libya zone 13',
1478,
'projected',
4499,
Null,
4159,
18248,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2077,
'ELD79 / UTM zone 32N',
1479,
'projected',
4400,
Null,
4159,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2078,
'ELD79 / UTM zone 33N',
1480,
'projected',
4400,
Null,
4159,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2079,
'ELD79 / UTM zone 34N',
1481,
'projected',
4400,
Null,
4159,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2080,
'ELD79 / UTM zone 35N',
1478,
'projected',
4400,
Null,
4159,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2081,
'Chos Malal 1914 / Argentina 2',
1483,
'projected',
4530,
Null,
4160,
18032,
Null,
Null,
'Oil exploration.',
'',
'Various oil industry records',
'OGP',
TO_DATE('2010-03-31'),
'2002.360 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2082,
'Pampa del Castillo / Argentina 2',
1484,
'projected',
4530,
Null,
4161,
18032,
Null,
Null,
'Oil exploration.',
'',
'Various oil industry records',
'OGP',
TO_DATE('2010-03-31'),
'2002.360 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2083,
'Hito XVIII 1963 / Argentina 2',
1485,
'projected',
4530,
Null,
4254,
18032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Total-Fina',
'OGP',
TO_DATE('2010-03-31'),
'2002.360 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2084,
'Hito XVIII 1963 / UTM zone 19S',
1486,
'projected',
4400,
Null,
4254,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2085,
'NAD27 / Cuba Norte',
1487,
'projected',
4532,
Null,
4267,
18061,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Institut Cubano di Hidrografia (ICH)',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2086,
'NAD27 / Cuba Sur',
1488,
'projected',
4532,
Null,
4267,
18062,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Institut Cubano di Hidrografia (ICH)',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2087,
'ELD79 / TM 12 NE',
1482,
'projected',
4400,
Null,
4159,
16412,
Null,
Null,
'Oil exploration.',
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2088,
'Carthage / TM 11 NE',
1489,
'projected',
4400,
Null,
4223,
16411,
Null,
Null,
'Oil exploration by Total.',
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2089,
'Yemen NGN96 / UTM zone 38N',
1490,
'projected',
4400,
Null,
4163,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2090,
'Yemen NGN96 / UTM zone 39N',
1491,
'projected',
4400,
Null,
4163,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2091,
'South Yemen / Gauss Kruger zone 8',
1492,
'projected',
4530,
Null,
4164,
16208,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2092,
'South Yemen / Gauss Kruger zone 9',
1493,
'projected',
4530,
Null,
4164,
16209,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2093,
'Hanoi 1972 / GK 106 NE',
1494,
'projected',
4530,
Null,
4147,
16586,
Null,
Null,
'Used for cadastral and large scale topographic mapping.',
'',
'BP Amoco',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2094,
'WGS 72BE / TM 106 NE',
1495,
'projected',
4400,
Null,
4324,
16506,
Null,
Null,
'Oil exploration by Total for blocks 10 and 11-1.',
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2095,
'Bissau / UTM zone 28N',
3258,
'projected',
4400,
Null,
4165,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'US National Imagery and Mapping Agency TR8350.2.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2096,
'Korean 1985 / Korea East Belt',
1496,
'projected',
4530,
Null,
4162,
18251,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1999. http://www.asprs.org',
'OGP',
TO_DATE('2005-09-29'),
'2001.280 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2097,
'Korean 1985 / Korea Central Belt',
1497,
'projected',
4530,
Null,
4162,
18252,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1999. http://www.asprs.org',
'OGP',
TO_DATE('2005-09-29'),
'2001.280 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2098,
'Korean 1985 / Korea West Belt',
1498,
'projected',
4530,
Null,
4162,
18253,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1999. http://www.asprs.org',
'OGP',
TO_DATE('2005-09-29'),
'2001.280 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2099,
'Qatar 1948 / Qatar Grid',
1346,
'projected',
4400,
Null,
4286,
19953,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Also known as Qatar Plane Coordinate or QPC system. Replaced by Qatar National Grid (code 28600).',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2100,
'GGRS87 / Greek Grid',
1106,
'projected',
4400,
Null,
4121,
19930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Oil industry uses ED50 / UTM zone 34N and ED50 / UTM zone 35N.',
'Geodesy Department; Public Petroleum Corporation of Greece.',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2101,
'Lake / Maracaibo Grid M1',
1319,
'projected',
4499,
Null,
4249,
18260,
Null,
Null,
'Oil exploration.',
'Grid coordinates are (0 0) at Maracaibo Cathedral (10deg38''34.678"N, 71deg36''20.224"W; Lake datum). Used by Creole; MGO and Sun.',
'Various oil company sources.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2102,
'Lake / Maracaibo Grid',
1319,
'projected',
4499,
Null,
4249,
18261,
Null,
Null,
'Oil exploration.',
'Grid coordinates are (200000 200000) at Maracaibo Cathedral (10deg38''34.678"N, 71deg36''20.224"W; Lake datum). Used for Lake triangulation coordinate listing.',
'Various oil company sources.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2103,
'Lake / Maracaibo Grid M3',
1319,
'projected',
4499,
Null,
4249,
18262,
Null,
Null,
'Oil exploration.',
'Grid coordinates are (500000 500000) at Maracaibo Cathedral (10deg38''34.678"N, 71deg36''20.224"W; Lake datum). Used by Varco.',
'Various oil company sources.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2104,
'Lake / Maracaibo La Rosa Grid',
1499,
'projected',
4499,
Null,
4249,
18263,
Null,
Null,
'Oil exploration.',
'Grid coordinates are (X=-17044 Y=29545) at Maracaibo Cathedral (10deg38''34.678"N, 71deg36''20.224"W; Lake datum). Do not confuse with the La Rosa grid used in the Cabinas area (code 5810).',
'Various oil company sources.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2105,
'NZGD2000 / Mount Eden 2000',
1500,
'projected',
4500,
Null,
4167,
17931,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Mount Eden Circuit (code 27205) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2106,
'NZGD2000 / Bay of Plenty 2000',
1500,
'projected',
4500,
Null,
4167,
17932,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Bay of Plenty Circuit (code 27206) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2107,
'NZGD2000 / Poverty Bay 2000',
1500,
'projected',
4500,
Null,
4167,
17933,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Poverty Bay Circuit (code 27207) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2108,
'NZGD2000 / Hawkes Bay 2000',
1500,
'projected',
4500,
Null,
4167,
17934,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Hawkes Bay Circuit (code 27208) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2109,
'NZGD2000 / Taranaki 2000',
1500,
'projected',
4500,
Null,
4167,
17935,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Taranaki Circuit (code 27209) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2110,
'NZGD2000 / Tuhirangi 2000',
1500,
'projected',
4500,
Null,
4167,
17936,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Tuhirangi Circuit (code 27210) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2111,
'NZGD2000 / Wanganui 2000',
1500,
'projected',
4500,
Null,
4167,
17937,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Wanganui Circuit (code 27211) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2112,
'NZGD2000 / Wairarapa 2000',
1500,
'projected',
4500,
Null,
4167,
17938,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Wairarapa Circuit (code 27212) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2113,
'NZGD2000 / Wellington 2000',
1500,
'projected',
4500,
Null,
4167,
17939,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Wellington Circuit (code 27213) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2114,
'NZGD2000 / Collingwood 2000',
1501,
'projected',
4500,
Null,
4167,
17940,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Collingwood Circuit (code 27214) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2115,
'NZGD2000 / Nelson 2000',
1501,
'projected',
4500,
Null,
4167,
17941,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Nelson Circuit (code 27215) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2116,
'NZGD2000 / Karamea 2000',
1501,
'projected',
4500,
Null,
4167,
17942,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Karamea Circuit (code 27216) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2117,
'NZGD2000 / Buller 2000',
1501,
'projected',
4500,
Null,
4167,
17943,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Buller Circuit (code 27217) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2118,
'NZGD2000 / Grey 2000',
1501,
'projected',
4500,
Null,
4167,
17944,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Grey Circuit (code 27218) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2119,
'NZGD2000 / Amuri 2000',
1501,
'projected',
4500,
Null,
4167,
17945,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Amuri Circuit (code 27219) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2120,
'NZGD2000 / Marlborough 2000',
1501,
'projected',
4500,
Null,
4167,
17946,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Marlborough Circuit (code 27220) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2121,
'NZGD2000 / Hokitika 2000',
1501,
'projected',
4500,
Null,
4167,
17947,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Hokitika Circuit (code 27221) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2122,
'NZGD2000 / Okarito 2000',
1501,
'projected',
4500,
Null,
4167,
17948,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Okarito Circuit (code 27222) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2123,
'NZGD2000 / Jacksons Bay 2000',
1501,
'projected',
4500,
Null,
4167,
17949,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Jacksons Bay Circuit (code 27223) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2124,
'NZGD2000 / Mount Pleasant 2000',
1501,
'projected',
4500,
Null,
4167,
17950,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Mount Pleasant Circuit (code 27224) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2125,
'NZGD2000 / Gawler 2000',
1501,
'projected',
4500,
Null,
4167,
17951,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Gawler Circuit (code 27225) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2126,
'NZGD2000 / Timaru 2000',
1501,
'projected',
4500,
Null,
4167,
17952,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Timaru Circuit (code 27226) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2127,
'NZGD2000 / Lindis Peak 2000',
1501,
'projected',
4500,
Null,
4167,
17953,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Lindis Peak Circuit (code 27227) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2128,
'NZGD2000 / Mount Nicholas 2000',
1501,
'projected',
4500,
Null,
4167,
17954,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Mount Nicholas Circuit (code 27228) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2129,
'NZGD2000 / Mount York 2000',
1501,
'projected',
4500,
Null,
4167,
17955,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Mount York Circuit (code 27229) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2130,
'NZGD2000 / Observation Point 2000',
1501,
'projected',
4500,
Null,
4167,
17956,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Observation Point Circuit (code 27230) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2131,
'NZGD2000 / North Taieri 2000',
1501,
'projected',
4500,
Null,
4167,
17957,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / North Taieri Circuit (code 27231) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2132,
'NZGD2000 / Bluff 2000',
1501,
'projected',
4500,
Null,
4167,
17958,
Null,
Null,
'Cadastral surveys.',
'Replaced NZGD49 / Bluff Circuit (code 27232) from March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2133,
'NZGD2000 / UTM zone 58S',
1502,
'projected',
4400,
Null,
4167,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NZGD49 / UTM zone 58S (code 27258) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2134,
'NZGD2000 / UTM zone 59S',
1503,
'projected',
4400,
Null,
4167,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NZGD49 / UTM zone 59S (code 27259) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2135,
'NZGD2000 / UTM zone 60S',
1504,
'projected',
4400,
Null,
4167,
16160,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NZGD49 / UTM zone 60S (code 27260) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2136,
'Accra / Ghana National Grid',
3252,
'projected',
4404,
Null,
4168,
19959,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Ellipsoid semi-major axis (a)=20926201 Gold Coast feet. ProjCRS sometimes found in metric form: 1 Gold Coast foot = 0.3047997101815 m. Replaced by Leigon / Ghana Metric Grid from 1978.',
'Ordnance Survey International',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2137,
'Accra / TM 1 NW',
1505,
'projected',
4400,
Null,
4168,
17001,
Null,
Null,
'Oil exploration.',
'',
'Various oil industry sources',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2138,
'NAD27(CGQ77) / Quebec Lambert',
1368,
'projected',
4499,
Null,
4609,
19944,
Null,
Null,
'Medium and small scale mapping.',
'Replaced NAD27 / Quebec Lambert (code 32098) in 1977.',
'Service de la Cartographie; Ministere des Ressources Naturelles; Quebec',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2139,
'NAD83(CSRS98) / SCoPQ zone 2',
1420,
'projected',
4499,
Null,
4140,
17700,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2140,
'NAD83(CSRS98) / MTM zone 3',
1421,
'projected',
4496,
Null,
4140,
17703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 3" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2141,
'NAD83(CSRS98) / MTM zone 4',
1422,
'projected',
4496,
Null,
4140,
17704,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 4" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2142,
'NAD83(CSRS98) / MTM zone 5',
1423,
'projected',
4496,
Null,
4140,
17705,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 5" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2143,
'NAD83(CSRS98) / MTM zone 6',
1424,
'projected',
4496,
Null,
4140,
17706,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 6" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2144,
'NAD83(CSRS98) / MTM zone 7',
1425,
'projected',
4496,
Null,
4140,
17707,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 7" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2145,
'NAD83(CSRS98) / MTM zone 8',
1426,
'projected',
4496,
Null,
4140,
17708,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 8" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2146,
'NAD83(CSRS98) / MTM zone 9',
1427,
'projected',
4496,
Null,
4140,
17709,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 9" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2147,
'NAD83(CSRS98) / MTM zone 10',
1428,
'projected',
4496,
Null,
4140,
17710,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS98) / SCoPQ zone 10" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2148,
'NAD83(CSRS98) / UTM zone 21N',
1446,
'projected',
4400,
Null,
4140,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2149,
'NAD83(CSRS98) / UTM zone 18N',
1443,
'projected',
4400,
Null,
4140,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2150,
'NAD83(CSRS98) / UTM zone 17N',
1428,
'projected',
4400,
Null,
4140,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2151,
'NAD83(CSRS98) / UTM zone 13N',
1506,
'projected',
4400,
Null,
4140,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2152,
'NAD83(CSRS98) / UTM zone 12N',
1507,
'projected',
4400,
Null,
4140,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2153,
'NAD83(CSRS98) / UTM zone 11N',
1508,
'projected',
4400,
Null,
4140,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2154,
'RGF93 / Lambert-93',
1096,
'projected',
4499,
Null,
4171,
18085,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN - Paris',
'OGP',
TO_DATE('2008-04-22'),
'2005.180 2008.030',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2155,
'American Samoa 1962 / American Samoa Lambert',
1027,
'projected',
4497,
Null,
4169,
15300,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by projCRS 2156 as of mid-2000.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2156,
'NAD83(HARN) / UTM zone 59S',
1027,
'projected',
4400,
Null,
4152,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes projCRS 2155; effective in 2000.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2157,
'IRENET95 / Irish Transverse Mercator',
1305,
'projected',
4400,
Null,
4173,
19962,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces TM75 / Irish Grid (code 29903) from 1/1/2001.',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2004-04-07'),
'2004.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2158,
'IRENET95 / UTM zone 29N',
1125,
'projected',
4400,
Null,
4173,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2159,
'Sierra Leone 1924 / New Colony Grid',
1342,
'projected',
4404,
Null,
4174,
19963,
Null,
Null,
'Topographic mapping and engineering survey.',
'Replaces the Sierra Leone 1924 / Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2160,
'Sierra Leone 1924 / New War Office Grid',
1342,
'projected',
4404,
Null,
4174,
19964,
Null,
Null,
'Topographic mapping',
'Replaces the Sierra Leone War Office Grid. New grid is 422.3 ft west and 112.1 ft south of old grid. Ellipsoid semi-major axis (a)=20926201 Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2161,
'Sierra Leone 1968 / UTM zone 28N',
1509,
'projected',
4400,
Null,
4175,
16028,
Null,
Null,
'Topographic mapping and engineering survey.',
'Replaces Sierra Leone 1960 / UTM zone 28N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2162,
'Sierra Leone 1968 / UTM zone 29N',
1510,
'projected',
4400,
Null,
4175,
16029,
Null,
Null,
'Topographic mapping and engineering survey.',
'Replaces Sierra Leone 1960 / UTM zone 29N. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2163,
'US National Atlas Equal Area',
1245,
'projected',
4499,
Null,
4052,
3899,
Null,
Null,
'For small scale (1:1million and smaller) statistical mapping.',
'Uses spherical projection formulae. USGS documentation describes sphere as derived from GRS80/WGS84 ellipsoid but that actually used is Clarke 1866. For 1:1million and smaller scale maps there is no significant difference.',
'United States Geological Survey, Western Geographic Science Center',
'OGP',
TO_DATE('2009-02-10'),
'2003.330 2009.007',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2164,
'Locodjo 1965 / TM 5 NW',
2296,
'projected',
4400,
Null,
4142,
17005,
Null,
Null,
'Oil industry use.',
'',
'Various oil industry sources',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2165,
'Abidjan 1987 / TM 5 NW',
2296,
'projected',
4400,
Null,
4143,
17005,
Null,
Null,
'Oil Industry',
'',
'Various oil industry sources',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2166,
'Pulkovo 1942(83) / Gauss Kruger zone 3',
1512,
'projected',
4530,
Null,
4178,
16263,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'In Thuringen superseded by DHDN / Gauss Kruger zone 3.',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2167,
'Pulkovo 1942(83) / Gauss Kruger zone 4',
1513,
'projected',
4530,
Null,
4178,
16264,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'In Brandenburg superseded by ETRS89 / UTM zone 33N. In Sachsen and Thuringen superseded by DHDN / Gauss Kruger zone 4.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2168,
'Pulkovo 1942(83) / Gauss Kruger zone 5',
1512,
'projected',
4530,
Null,
4178,
16265,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'In Brandenburg superseded by ETRS89 / UTM zone 33N. In Sachsen superseded by RD/83 / Gauss Kruger zone 5.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2169,
'Luxembourg 1930 / Gauss',
1146,
'projected',
4530,
Null,
4181,
19966,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2170,
'MGI / Slovenia Grid',
1212,
'projected',
4530,
Null,
4312,
19967,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Truncated form of MGI / Balkans zone 5 (CRS code 31275). Replaced by D48/GK (CRS code 3787) soon after Slovenian independence.',
'',
'OGP',
TO_DATE('2008-04-11'),
'2005.180 2008.019 2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2171,
'Pulkovo 1942(58) / Poland zone I',
1515,
'projected',
4530,
Null,
4179,
18281,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Superseded by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2172,
'Pulkovo 1942(58) / Poland zone II',
1516,
'projected',
4530,
Null,
4179,
18282,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2173,
'Pulkovo 1942(58) / Poland zone III',
1517,
'projected',
4530,
Null,
4179,
18283,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2174,
'Pulkovo 1942(58) / Poland zone IV',
1518,
'projected',
4530,
Null,
4179,
18284,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 5 and 6 (codes 2176-77).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2175,
'Pulkovo 1942(58) / Poland zone V',
1519,
'projected',
4530,
Null,
4179,
18285,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zone 6 (code 2177).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2176,
'ETRS89 / Poland CS2000 zone 5',
1520,
'projected',
4531,
Null,
4258,
18305,
Null,
Null,
'Large (1:5,000 and greater) scale topographic mapping and cadastral survey.',
'See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-02-02'),
'2005.180 2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2177,
'ETRS89 / Poland CS2000 zone 6',
1521,
'projected',
4531,
Null,
4258,
18306,
Null,
Null,
'Large (1:5,000 and greater) scale topographic mapping and cadastral survey.',
'See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-02-02'),
'2005.180 2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2178,
'ETRS89 / Poland CS2000 zone 7',
1522,
'projected',
4531,
Null,
4258,
18307,
Null,
Null,
'Large (1:5,000 and greater) scale topographic mapping and cadastral survey.',
'See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-02-02'),
'2005.180 2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2179,
'ETRS89 / Poland CS2000 zone 8',
1523,
'projected',
4531,
Null,
4258,
18308,
Null,
Null,
'Large (1:5,000 and greater) scale topographic mapping and cadastral survey.',
'See ETRS89 / Poland CS92 (code 2170) for smaller scale mapping.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-02-02'),
'2005.180 2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2180,
'ETRS89 / Poland CS92',
1192,
'projected',
4531,
Null,
4258,
18300,
Null,
Null,
'Medium and small scale topographic mapping (1:10,000 and smaller).',
'See ETRS89 / Poland CS2000 zones 5- 8 (codes 2176-79) for large scale purposes.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-02-02'),
'2005.180 2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2188,
'Azores Occidental 1939 / UTM zone 25N',
1344,
'projected',
4400,
Null,
4182,
16025,
Null,
Null,
'Topographic mapping.',
'Replaced by PTRA08 / UTM zone 25N (CRS code 5014).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-31'),
'2005.180 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2189,
'Azores Central 1948 / UTM zone 26N',
1301,
'projected',
4400,
Null,
4183,
16026,
Null,
Null,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2190,
'Azores Oriental 1940 / UTM zone 26N',
1345,
'projected',
4400,
Null,
4184,
16026,
Null,
Null,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2003.231 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2191,
'Madeira 1936 / UTM zone 28N',
1314,
'projected',
4400,
Null,
4185,
16028,
Null,
Null,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2192,
'ED50 / France EuroLambert',
1326,
'projected',
4499,
Null,
4230,
18086,
Null,
Null,
'Medium scale topographic and statistical mapping.',
'',
'IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2193,
'NZGD2000 / New Zealand Transverse Mercator 2000',
3285,
'projected',
4500,
Null,
4167,
19971,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NZGD49 / New Zealand Map Grid (code 27200) from July 2001.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2194,
'American Samoa 1962 / American Samoa Lambert',
1027,
'projected',
4497,
Null,
4169,
15301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by projCRS 2156 as of mid-2000.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2001-08-28'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2195,
'NAD83(HARN) / UTM zone 2S',
3110,
'projected',
4400,
Null,
4152,
16102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces American Samoa 1962 / American Samoa Lambert (projCRS 3102) effective from 2000.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2005-05-21'),
'2004.450 2005.230',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2196,
'ETRS89 / Kp2000 Jutland',
2531,
'projected',
4400,
Null,
4258,
18401,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'Replaces System 34 Jutland zone. For engineering survey and construction ETRS89 / DKTM (CRS codes 4093-94) are also used. For medium and small scale topographic mapping and cadastre ETRS89 / UTM zone 32N (code 25832) is used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2007.014 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2197,
'ETRS89 / Kp2000 Zealand',
2532,
'projected',
4400,
Null,
4258,
18402,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'Replaces System 34 Zealand zone. For engineering survey and construction ETRS89 / DKTM3 (CRS code 4095) is also used. For medium and small scale topographic mapping and cadastre ETRS89 / UTM zones 32N and 33N (CRS codes 25832-33) are used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2007.014 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2198,
'ETRS89 / Kp2000 Bornholm',
2533,
'projected',
4400,
Null,
4258,
18403,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'Replaces System 45. For engineering survey and construction ETRS89 / DKTM4 (code 4096) is also used. For medium and small scale topographic mapping and cadastre ETRS89 / UTM zone 33N (code 25833) is used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2007.014 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2199,
'Albanian 1987 / Gauss Kruger zone 4',
1025,
'projected',
4530,
Null,
4191,
16204,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2200,
'ATS77 / New Brunswick Stereographic (ATS77)',
1447,
'projected',
4500,
Null,
4122,
19945,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1999-10-20'),
'1999.610',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2201,
'REGVEN / UTM zone 18N',
1693,
'projected',
4400,
Null,
4189,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2202,
'REGVEN / UTM zone 19N',
1694,
'projected',
4400,
Null,
4189,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2203,
'REGVEN / UTM zone 20N',
1695,
'projected',
4400,
Null,
4189,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2204,
'NAD27 / Tennessee',
1411,
'projected',
4497,
Null,
4267,
15302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'2001.450',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2205,
'NAD83 / Kentucky North',
2202,
'projected',
4499,
Null,
4269,
15303,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2246 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2001-11-06'),
'2001.450',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2206,
'ED50 / 3-degree Gauss-Kruger zone 9',
1524,
'projected',
4530,
Null,
4230,
16269,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM27 (code 2319).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2207,
'ED50 / 3-degree Gauss-Kruger zone 10',
1525,
'projected',
4530,
Null,
4230,
16270,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM30 (code 2320).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2208,
'ED50 / 3-degree Gauss-Kruger zone 11',
1526,
'projected',
4530,
Null,
4230,
16271,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM33 (code 2321).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2209,
'ED50 / 3-degree Gauss-Kruger zone 12',
1527,
'projected',
4530,
Null,
4230,
16272,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM36 (code 2322).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2210,
'ED50 / 3-degree Gauss-Kruger zone 13',
1528,
'projected',
4530,
Null,
4230,
16273,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM39 (code 2323).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2211,
'ED50 / 3-degree Gauss-Kruger zone 14',
1529,
'projected',
4530,
Null,
4230,
16274,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM42 (code 2324).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2212,
'ED50 / 3-degree Gauss-Kruger zone 15',
1530,
'projected',
4530,
Null,
4230,
16275,
Null,
Null,
'Large scale topographic mapping and cadastral survey.',
'Also found with truncated false easting - see ED50 / TM45 (code 2325).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2213,
'ETRS89 / TM 30 NE',
2546,
'projected',
4400,
Null,
4258,
16430,
Null,
Null,
'Oil industry usage.',
'',
'',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2214,
'Douala 1948 / AOF west',
2555,
'projected',
4400,
Null,
4192,
18415,
Null,
Null,
'Medium and small scale topographic mapping and engineering survey.',
'Superseded by Manoca 1962 / UTM zone 32N (code 2215).',
'',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2215,
'Manoca 1962 / UTM zone 32N',
2555,
'projected',
4400,
Null,
4193,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Douala 1948 / AOF west (code 2214). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGN) ellipsoid (code 7012) but in practice this CRS has used the IGN version.',
'',
'OGP',
TO_DATE('2002-11-18'),
'2002.840',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2216,
'Qornoq 1927 / UTM zone 22N',
2573,
'projected',
4400,
Null,
4194,
16022,
Null,
Null,
'Topographic mapping.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2217,
'Qornoq 1927 / UTM zone 23N',
2572,
'projected',
4400,
Null,
4194,
16023,
Null,
Null,
'Topographic mapping.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2218,
'Scoresbysund 1952 / Greenland zone 5 east',
3370,
'projected',
4501,
Null,
4195,
18425,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2219,
'ATS77 / UTM zone 19N',
1531,
'projected',
4400,
Null,
4122,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2220,
'ATS77 / UTM zone 20N',
1532,
'projected',
4400,
Null,
4122,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2221,
'Scoresbysund 1952 / Greenland zone 6 east',
3369,
'projected',
4501,
Null,
4195,
18426,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2222,
'NAD83 / Arizona East (ft)',
2167,
'projected',
4495,
Null,
4269,
15304,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26948. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2223,
'NAD83 / Arizona Central (ft)',
2166,
'projected',
4495,
Null,
4269,
15305,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26949. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2224,
'NAD83 / Arizona West (ft)',
2168,
'projected',
4495,
Null,
4269,
15306,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26950. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2225,
'NAD83 / California zone 1 (ftUS)',
2175,
'projected',
4497,
Null,
4269,
15307,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26941. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2226,
'NAD83 / California zone 2 (ftUS)',
2176,
'projected',
4497,
Null,
4269,
15308,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26942. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2227,
'NAD83 / California zone 3 (ftUS)',
2177,
'projected',
4497,
Null,
4269,
15309,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26943. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2228,
'NAD83 / California zone 4 (ftUS)',
2178,
'projected',
4497,
Null,
4269,
15310,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26944. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2229,
'NAD83 / California zone 5 (ftUS)',
2182,
'projected',
4497,
Null,
4269,
15311,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26945. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2230,
'NAD83 / California zone 6 (ftUS)',
2180,
'projected',
4497,
Null,
4269,
15312,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26946. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2231,
'NAD83 / Colorado North (ftUS)',
2184,
'projected',
4497,
Null,
4269,
15313,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26953. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2232,
'NAD83 / Colorado Central (ftUS)',
2183,
'projected',
4497,
Null,
4269,
15314,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26954. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2233,
'NAD83 / Colorado South (ftUS)',
2185,
'projected',
4497,
Null,
4269,
15315,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26955. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2234,
'NAD83 / Connecticut (ftUS)',
1377,
'projected',
4497,
Null,
4269,
15316,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26956. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2235,
'NAD83 / Delaware (ftUS)',
1378,
'projected',
4497,
Null,
4269,
15317,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26957. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2236,
'NAD83 / Florida East (ftUS)',
2186,
'projected',
4497,
Null,
4269,
15318,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26958. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2237,
'NAD83 / Florida West (ftUS)',
2188,
'projected',
4497,
Null,
4269,
15319,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26959. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2238,
'NAD83 / Florida North (ftUS)',
2187,
'projected',
4497,
Null,
4269,
15320,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26960. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2239,
'NAD83 / Georgia East (ftUS)',
2189,
'projected',
4497,
Null,
4269,
15321,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26966. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2240,
'NAD83 / Georgia West (ftUS)',
2190,
'projected',
4497,
Null,
4269,
15322,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26967. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2241,
'NAD83 / Idaho East (ftUS)',
2192,
'projected',
4497,
Null,
4269,
15323,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26968. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2242,
'NAD83 / Idaho Central (ftUS)',
2191,
'projected',
4497,
Null,
4269,
15324,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26969. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2243,
'NAD83 / Idaho West (ftUS)',
2193,
'projected',
4497,
Null,
4269,
15325,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26970. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2244,
'NAD83 / Indiana East (ftUS)',
2196,
'projected',
4497,
Null,
4269,
15326,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2245,
'NAD83 / Indiana West (ftUS)',
2197,
'projected',
4497,
Null,
4269,
15327,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 1m, superseded by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2246,
'NAD83 / Kentucky North (ftUS)',
2202,
'projected',
4497,
Null,
4269,
15328,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2205. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2247,
'NAD83 / Kentucky South (ftUS)',
2203,
'projected',
4497,
Null,
4269,
15329,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26980. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2248,
'NAD83 / Maryland (ftUS)',
1389,
'projected',
4497,
Null,
4269,
15330,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26985. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2249,
'NAD83 / Massachusetts Mainland (ftUS)',
2209,
'projected',
4497,
Null,
4269,
15331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26986. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2250,
'NAD83 / Massachusetts Island (ftUS)',
2208,
'projected',
4497,
Null,
4269,
15332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26987. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2251,
'NAD83 / Michigan North (ft)',
1723,
'projected',
4495,
Null,
4269,
15333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26988. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2252,
'NAD83 / Michigan Central (ft)',
1724,
'projected',
4495,
Null,
4269,
15334,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26989. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2253,
'NAD83 / Michigan South (ft)',
1725,
'projected',
4495,
Null,
4269,
15335,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 26990. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2254,
'NAD83 / Mississippi East (ftUS)',
2216,
'projected',
4497,
Null,
4269,
15336,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26994. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2255,
'NAD83 / Mississippi West (ftUS)',
2217,
'projected',
4497,
Null,
4269,
15337,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26995. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2256,
'NAD83 / Montana (ft)',
1395,
'projected',
4495,
Null,
4269,
15338,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32100. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2257,
'NAD83 / New Mexico East (ftUS)',
2228,
'projected',
4497,
Null,
4269,
15339,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32112. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2258,
'NAD83 / New Mexico Central (ftUS)',
2231,
'projected',
4497,
Null,
4269,
15340,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32113. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2259,
'NAD83 / New Mexico West (ftUS)',
2232,
'projected',
4497,
Null,
4269,
15341,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32114. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2260,
'NAD83 / New York East (ftUS)',
2234,
'projected',
4497,
Null,
4269,
15342,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32115. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2261,
'NAD83 / New York Central (ftUS)',
2233,
'projected',
4497,
Null,
4269,
15343,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32116. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2262,
'NAD83 / New York West (ftUS)',
2236,
'projected',
4497,
Null,
4269,
15344,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32117. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2263,
'NAD83 / New York Long Island (ftUS)',
2235,
'projected',
4497,
Null,
4269,
15345,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32118. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2264,
'NAD83 / North Carolina (ftUS)',
1402,
'projected',
4497,
Null,
4269,
15346,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32119. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2265,
'NAD83 / North Dakota North (ft)',
2237,
'projected',
4495,
Null,
4269,
15347,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32120. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2266,
'NAD83 / North Dakota South (ft)',
2238,
'projected',
4495,
Null,
4269,
15348,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32121. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2267,
'NAD83 / Oklahoma North (ftUS)',
2241,
'projected',
4497,
Null,
4269,
15349,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32124. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2268,
'NAD83 / Oklahoma South (ftUS)',
2242,
'projected',
4497,
Null,
4269,
15350,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32125. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2269,
'NAD83 / Oregon North (ft)',
2243,
'projected',
4495,
Null,
4269,
15351,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32126. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2270,
'NAD83 / Oregon South (ft)',
2244,
'projected',
4495,
Null,
4269,
15352,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 32127. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2271,
'NAD83 / Pennsylvania North (ftUS)',
2245,
'projected',
4497,
Null,
4269,
15353,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32128. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2272,
'NAD83 / Pennsylvania South (ftUS)',
2246,
'projected',
4497,
Null,
4269,
15354,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32129. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2273,
'NAD83 / South Carolina (ft)',
1409,
'projected',
4495,
Null,
4269,
15355,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see CRS code 32133. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-19'),
'2005.891',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2274,
'NAD83 / Tennessee (ftUS)',
1411,
'projected',
4497,
Null,
4269,
15356,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32136. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2275,
'NAD83 / Texas North (ftUS)',
2253,
'projected',
4497,
Null,
4269,
15357,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32137. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2276,
'NAD83 / Texas North Central (ftUS)',
2254,
'projected',
4497,
Null,
4269,
15358,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32138. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2277,
'NAD83 / Texas Central (ftUS)',
2252,
'projected',
4497,
Null,
4269,
15359,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32139. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2278,
'NAD83 / Texas South Central (ftUS)',
2527,
'projected',
4497,
Null,
4269,
15360,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32140. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2006-07-14'),
'2006.392',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2279,
'NAD83 / Texas South (ftUS)',
2528,
'projected',
4497,
Null,
4269,
15361,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32141. For onshore applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2006-07-14'),
'2006.392',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2280,
'NAD83 / Utah North (ft)',
2258,
'projected',
4495,
Null,
4269,
15362,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2281,
'NAD83 / Utah Central (ft)',
2257,
'projected',
4495,
Null,
4269,
15363,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2282,
'NAD83 / Utah South (ft)',
2259,
'projected',
4495,
Null,
4269,
15364,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2283,
'NAD83 / Virginia North (ftUS)',
2260,
'projected',
4497,
Null,
4269,
15365,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32146. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2284,
'NAD83 / Virginia South (ftUS)',
2261,
'projected',
4497,
Null,
4269,
15366,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32147. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2285,
'NAD83 / Washington North (ftUS)',
2273,
'projected',
4497,
Null,
4269,
15367,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32148. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2286,
'NAD83 / Washington South (ftUS)',
2274,
'projected',
4497,
Null,
4269,
15368,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32149. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2287,
'NAD83 / Wisconsin North (ftUS)',
2267,
'projected',
4497,
Null,
4269,
15369,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32152. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2288,
'NAD83 / Wisconsin Central (ftUS)',
2266,
'projected',
4497,
Null,
4269,
15370,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32153. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2289,
'NAD83 / Wisconsin South (ftUS)',
2268,
'projected',
4497,
Null,
4269,
15371,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32154. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2290,
'ATS77 / Prince Edward Isl. Stereographic (ATS77)',
1533,
'projected',
4496,
Null,
4122,
19933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2291,
'NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)',
1533,
'projected',
4496,
Null,
4122,
19960,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Deprecated due to error in source geogCRS.',
'PEI Department of Transportation \& Public Works',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2292,
'NAD83(CSRS98) / Prince Edward Isl. Stereographic (NAD83)',
1533,
'projected',
4496,
Null,
4140,
19960,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'PEI Department of Transportation \& Public Works',
'OGP',
TO_DATE('2001-08-28'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2294,
'ATS77 / MTM Nova Scotia zone 4',
1534,
'projected',
4400,
Null,
4122,
17794,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2295,
'ATS77 / MTM Nova Scotia zone 5',
1535,
'projected',
4400,
Null,
4122,
17795,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1979. To be phased out in late 1990''s.',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2296,
'Ammassalik 1958 / Greenland zone 7 east',
2571,
'projected',
4501,
Null,
4196,
18427,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2297,
'Qornoq 1927 / Greenland zone 1 east',
2556,
'projected',
4501,
Null,
4194,
18421,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2298,
'Qornoq 1927 / Greenland zone 2 east',
2557,
'projected',
4501,
Null,
4194,
18422,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2299,
'Qornoq 1927 / Greenland zone 2 west',
3368,
'projected',
4501,
Null,
4194,
18432,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2300,
'Qornoq 1927 / Greenland zone 3 east',
2558,
'projected',
4501,
Null,
4194,
18423,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2301,
'Qornoq 1927 / Greenland zone 3 west',
3367,
'projected',
4501,
Null,
4194,
18433,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2302,
'Qornoq 1927 / Greenland zone 4 east',
2559,
'projected',
4501,
Null,
4194,
18424,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2303,
'Qornoq 1927 / Greenland zone 4 west',
3366,
'projected',
4501,
Null,
4194,
18434,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2304,
'Qornoq 1927 / Greenland zone 5 west',
3365,
'projected',
4501,
Null,
4194,
18435,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2305,
'Qornoq 1927 / Greenland zone 6 west',
3364,
'projected',
4501,
Null,
4194,
18436,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2306,
'Qornoq 1927 / Greenland zone 7 west',
3363,
'projected',
4501,
Null,
4194,
18437,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2307,
'Qornoq 1927 / Greenland zone 8 east',
2569,
'projected',
4501,
Null,
4194,
18428,
Null,
Null,
'Topographic mapping.',
'Coordinate system second axis has abbreviation E but is positive to the west.',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2308,
'Batavia / TM 109 SE',
2577,
'projected',
4400,
Null,
4211,
16709,
Null,
Null,
'Used by Arco and BP for ONWJ.',
'',
'BP Indonesia.',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2309,
'WGS 84 / TM 116 SE',
2588,
'projected',
4400,
Null,
4326,
16716,
Null,
Null,
'Used by BP for Terang-Sirasun.',
'',
'BP Indonesia.',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2310,
'WGS 84 / TM 132 SE',
2589,
'projected',
4400,
Null,
4326,
16732,
Null,
Null,
'Used for hydrocarbons exploration and development.',
'',
'BP Indonesia.',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2311,
'WGS 84 / TM 6 NE',
2981,
'projected',
4400,
Null,
4326,
16406,
Null,
Null,
'Oil exploration and production.',
'Used for oil exploration beyond the contintental shelf by ExxonMobil and with effect from March 2004 by Total for all offshore areas.',
'ExxonMobil.',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2312,
'Garoua / UTM zone 33N',
2590,
'projected',
4400,
Null,
4197,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2313,
'Kousseri / UTM zone 33N',
2591,
'projected',
4400,
Null,
4198,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2314,
'Trinidad 1903 / Trinidad Grid (ftCla)',
1339,
'projected',
4403,
Null,
4302,
19975,
Null,
Null,
'Oil industry exploration and production.',
'Foot version of Trinidad 1903 / Trinidad Grid (code 30200) used by some US-based companies including Amoco Trinidad.',
'BP',
'OGP',
TO_DATE('2005-07-01'),
'2005.330',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2315,
'Campo Inchauspe / UTM zone 19S',
2596,
'projected',
4400,
Null,
4221,
16119,
Null,
Null,
'Oil industry exploration.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2316,
'Campo Inchauspe / UTM zone 20S',
2597,
'projected',
4400,
Null,
4221,
16120,
Null,
Null,
'Oil industry exploration.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2317,
'PSAD56 / ICN Regional',
3327,
'projected',
4499,
Null,
4248,
19976,
Null,
Null,
'Small scale topographic and geological mapping.',
'',
'Institute Cartografica Nacional',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2318,
'Ain el Abd / Aramco Lambert',
3303,
'projected',
4400,
Null,
4204,
19977,
Null,
Null,
'Oil industry exploration and production.',
'Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.',
'Saudi Aramco',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2319,
'ED50 / TM27',
1524,
'projected',
4530,
Null,
4230,
16305,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 9 (code 2206).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-07-22'),
'2005.180 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2320,
'ED50 / TM30',
1525,
'projected',
4530,
Null,
4230,
16370,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 10 (code 2207).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2321,
'ED50 / TM33',
1526,
'projected',
4530,
Null,
4230,
16306,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 11 (code 2208).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-07-22'),
'2005.180 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2322,
'ED50 / TM36',
1527,
'projected',
4530,
Null,
4230,
16372,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 12 (code 2209).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2323,
'ED50 / TM39',
1528,
'projected',
4530,
Null,
4230,
16307,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 13 (code 2210).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-07-22'),
'2005.180 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2324,
'ED50 / TM42',
1529,
'projected',
4530,
Null,
4230,
16374,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 14 (code 2211).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2325,
'ED50 / TM45',
1530,
'projected',
4530,
Null,
4230,
16308,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with zone number prefix to false easting - see ED50 / 3-degree Gauss-Kruger zone 15 (code 2212).',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-07-22'),
'2005.180 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2326,
'Hong Kong 1980 Grid System',
1118,
'projected',
4500,
Null,
4611,
19978,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Replaces Hong Kong 1963 Grid System.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2006-06-22'),
'2005.260',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2327,
'Xian 1980 / Gauss-Kruger zone 13',
1587,
'projected',
4530,
Null,
4610,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 75E (code 2338).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2328,
'Xian 1980 / Gauss-Kruger zone 14',
1588,
'projected',
4530,
Null,
4610,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 81E (code 2339).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2329,
'Xian 1980 / Gauss-Kruger zone 15',
1589,
'projected',
4530,
Null,
4610,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 87E (code 2340).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2330,
'Xian 1980 / Gauss-Kruger zone 16',
1590,
'projected',
4530,
Null,
4610,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 93E (code 2341).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2331,
'Xian 1980 / Gauss-Kruger zone 17',
1591,
'projected',
4530,
Null,
4610,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 99E (code 2342).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2332,
'Xian 1980 / Gauss-Kruger zone 18',
1592,
'projected',
4530,
Null,
4610,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 105E (code 2343).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2333,
'Xian 1980 / Gauss-Kruger zone 19',
1593,
'projected',
4530,
Null,
4610,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 111E (code 2344).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2334,
'Xian 1980 / Gauss-Kruger zone 20',
1594,
'projected',
4530,
Null,
4610,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 117E (code 2345).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2335,
'Xian 1980 / Gauss-Kruger zone 21',
1595,
'projected',
4530,
Null,
4610,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 123E (code 2346).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2336,
'Xian 1980 / Gauss-Kruger zone 22',
1596,
'projected',
4530,
Null,
4610,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 129E (code 2347).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2337,
'Xian 1980 / Gauss-Kruger zone 23',
1597,
'projected',
4530,
Null,
4610,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Xian 1980 / [6-degree] Gauss-Kruger CM 135E (code 2348).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2338,
'Xian 1980 / Gauss-Kruger CM 75E',
1587,
'projected',
4530,
Null,
4610,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 13 (code 2327).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2339,
'Xian 1980 / Gauss-Kruger CM 81E',
1588,
'projected',
4530,
Null,
4610,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 14 (code 2328).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2340,
'Xian 1980 / Gauss-Kruger CM 87E',
1589,
'projected',
4530,
Null,
4610,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 15 (code 2329).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2341,
'Xian 1980 / Gauss-Kruger CM 93E',
1590,
'projected',
4530,
Null,
4610,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 16 (code 2330).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2342,
'Xian 1980 / Gauss-Kruger CM 99E',
1591,
'projected',
4530,
Null,
4610,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 17 (code 2331).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2343,
'Xian 1980 / Gauss-Kruger CM 105E',
1592,
'projected',
4530,
Null,
4610,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 18 (code 2332).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2344,
'Xian 1980 / Gauss-Kruger CM 111E',
1593,
'projected',
4530,
Null,
4610,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 19 (code 2333).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2345,
'Xian 1980 / Gauss-Kruger CM 117E',
1594,
'projected',
4530,
Null,
4610,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 20 (code 2334).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2346,
'Xian 1980 / Gauss-Kruger CM 123E',
1595,
'projected',
4530,
Null,
4610,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 21 (code 2335).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2347,
'Xian 1980 / Gauss-Kruger CM 129E',
1596,
'projected',
4530,
Null,
4610,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 22 (code 2336).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2348,
'Xian 1980 / Gauss-Kruger CM 135E',
1597,
'projected',
4530,
Null,
4610,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Xian 1980 / [6-degree] Gauss-Kruger zone 23 (code 2337).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2349,
'Xian 1980 / 3-degree Gauss-Kruger zone 25',
2711,
'projected',
4530,
Null,
4610,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2350,
'Xian 1980 / 3-degree Gauss-Kruger zone 26',
2712,
'projected',
4530,
Null,
4610,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2351,
'Xian 1980 / 3-degree Gauss-Kruger zone 27',
2713,
'projected',
4530,
Null,
4610,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2352,
'Xian 1980 / 3-degree Gauss-Kruger zone 28',
2714,
'projected',
4530,
Null,
4610,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2353,
'Xian 1980 / 3-degree Gauss-Kruger zone 29',
2715,
'projected',
4530,
Null,
4610,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2354,
'Xian 1980 / 3-degree Gauss-Kruger zone 30',
2716,
'projected',
4530,
Null,
4610,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2355,
'Xian 1980 / 3-degree Gauss-Kruger zone 31',
2717,
'projected',
4530,
Null,
4610,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2356,
'Xian 1980 / 3-degree Gauss-Kruger zone 32',
2718,
'projected',
4530,
Null,
4610,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2357,
'Xian 1980 / 3-degree Gauss-Kruger zone 33',
2719,
'projected',
4530,
Null,
4610,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2358,
'Xian 1980 / 3-degree Gauss-Kruger zone 34',
2720,
'projected',
4530,
Null,
4610,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2359,
'Xian 1980 / 3-degree Gauss-Kruger zone 35',
2721,
'projected',
4530,
Null,
4610,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2360,
'Xian 1980 / 3-degree Gauss-Kruger zone 36',
2722,
'projected',
4530,
Null,
4610,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2361,
'Xian 1980 / 3-degree Gauss-Kruger zone 37',
2723,
'projected',
4530,
Null,
4610,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2362,
'Xian 1980 / 3-degree Gauss-Kruger zone 38',
2724,
'projected',
4530,
Null,
4610,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2363,
'Xian 1980 / 3-degree Gauss-Kruger zone 39',
2725,
'projected',
4530,
Null,
4610,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2364,
'Xian 1980 / 3-degree Gauss-Kruger zone 40',
2726,
'projected',
4530,
Null,
4610,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2385).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2365,
'Xian 1980 / 3-degree Gauss-Kruger zone 41',
2727,
'projected',
4530,
Null,
4610,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2386).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2366,
'Xian 1980 / 3-degree Gauss-Kruger zone 42',
2728,
'projected',
4530,
Null,
4610,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2367,
'Xian 1980 / 3-degree Gauss-Kruger zone 43',
2729,
'projected',
4530,
Null,
4610,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2368,
'Xian 1980 / 3-degree Gauss-Kruger zone 44',
2730,
'projected',
4530,
Null,
4610,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2369,
'Xian 1980 / 3-degree Gauss-Kruger zone 45',
2731,
'projected',
4530,
Null,
4610,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2370,
'Xian 1980 / 3-degree Gauss-Kruger CM 75E',
2711,
'projected',
4530,
Null,
4610,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2371,
'Xian 1980 / 3-degree Gauss-Kruger CM 78E',
2712,
'projected',
4530,
Null,
4610,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2372,
'Xian 1980 / 3-degree Gauss-Kruger CM 81E',
2713,
'projected',
4530,
Null,
4610,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2373,
'Xian 1980 / 3-degree Gauss-Kruger CM 84E',
2714,
'projected',
4530,
Null,
4610,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2374,
'Xian 1980 / 3-degree Gauss-Kruger CM 87E',
2715,
'projected',
4530,
Null,
4610,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2375,
'Xian 1980 / 3-degree Gauss-Kruger CM 90E',
2716,
'projected',
4530,
Null,
4610,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2376,
'Xian 1980 / 3-degree Gauss-Kruger CM 93E',
2717,
'projected',
4530,
Null,
4610,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2377,
'Xian 1980 / 3-degree Gauss-Kruger CM 96E',
2718,
'projected',
4530,
Null,
4610,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2378,
'Xian 1980 / 3-degree Gauss-Kruger CM 99E',
2719,
'projected',
4530,
Null,
4610,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2379,
'Xian 1980 / 3-degree Gauss-Kruger CM 102E',
2720,
'projected',
4530,
Null,
4610,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2380,
'Xian 1980 / 3-degree Gauss-Kruger CM 105E',
2721,
'projected',
4530,
Null,
4610,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2381,
'Xian 1980 / 3-degree Gauss-Kruger CM 108E',
2722,
'projected',
4530,
Null,
4610,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2382,
'Xian 1980 / 3-degree Gauss-Kruger CM 111E',
2723,
'projected',
4530,
Null,
4610,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2383,
'Xian 1980 / 3-degree Gauss-Kruger CM 114E',
2724,
'projected',
4530,
Null,
4610,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2384,
'Xian 1980 / 3-degree Gauss-Kruger CM 117E',
2725,
'projected',
4530,
Null,
4610,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2385,
'Xian 1980 / 3-degree Gauss-Kruger CM 120E',
2726,
'projected',
4530,
Null,
4610,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2386,
'Xian 1980 / 3-degree Gauss-Kruger CM 123E',
2727,
'projected',
4530,
Null,
4610,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2387,
'Xian 1980 / 3-degree Gauss-Kruger CM 126E',
2728,
'projected',
4530,
Null,
4610,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2388,
'Xian 1980 / 3-degree Gauss-Kruger CM 129E',
2729,
'projected',
4530,
Null,
4610,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2389,
'Xian 1980 / 3-degree Gauss-Kruger CM 132E',
2730,
'projected',
4530,
Null,
4610,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2390,
'Xian 1980 / 3-degree Gauss-Kruger CM 135E',
2731,
'projected',
4530,
Null,
4610,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2391,
'KKJ / Finland zone 1',
1536,
'projected',
4530,
Null,
4123,
18191,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-31'),
'2006.270',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2392,
'KKJ / Finland zone 2',
1537,
'projected',
4530,
Null,
4123,
18192,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2393,
'KKJ / Finland Uniform Coordinate System',
1538,
'projected',
4530,
Null,
4123,
18193,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known as Uniform Coordinate System when used over all country and also as Basic Coordinate System zone 3 at larger scales.',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2394,
'KKJ / Finland zone 4',
1539,
'projected',
4530,
Null,
4123,
18194,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-31'),
'2006.270',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2395,
'South Yemen / Gauss-Kruger zone 8',
1492,
'projected',
4530,
Null,
4164,
16208,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2396,
'South Yemen / Gauss-Kruger zone 9',
1493,
'projected',
4530,
Null,
4164,
16209,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2397,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 3',
1512,
'projected',
4530,
Null,
4178,
16263,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5 (CRS code 3837). In Thuringen replaced by PD/83 / Gauss Kruger zone 3.',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.410 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2398,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 4',
1513,
'projected',
4530,
Null,
4178,
16264,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5 (CRS code 3838). In Brandenburg replaced by ETRS89 / UTM zone 33N. In Sachsen replaced by RD/83 / Gauss Kruger zone 4. In Thuringen replaced by PD/83 / Gauss Kruger zone 4.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.410 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2399,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 5',
1514,
'projected',
4530,
Null,
4178,
16265,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5 (CRS code 3329). In Brandenburg replaced by ETRS89 / UTM zone 33N. In Sachsen replaced by RD/83 / Gauss Kruger zone 5.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.410 2007.021 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2400,
'RT90 2.5 gon W',
1225,
'projected',
4530,
Null,
4124,
19929,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Supersedes RT38 2.5 gon W (code 30800).',
'National Land Survey of Sweden',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2401,
'Beijing 1954 / 3-degree Gauss-Kruger zone 25',
2711,
'projected',
4530,
Null,
4214,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 75E (code 2422). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 25 (code 2349).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2402,
'Beijing 1954 / 3-degree Gauss-Kruger zone 26',
2712,
'projected',
4530,
Null,
4214,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 78E (code 2423). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 26 (code 2350).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2403,
'Beijing 1954 / 3-degree Gauss-Kruger zone 27',
2713,
'projected',
4530,
Null,
4214,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 81E (code 2424). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 27 (code 2351).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2404,
'Beijing 1954 / 3-degree Gauss-Kruger zone 28',
2714,
'projected',
4530,
Null,
4214,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 84E (code 2425). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 28 (code 2352).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2405,
'Beijing 1954 / 3-degree Gauss-Kruger zone 29',
2715,
'projected',
4530,
Null,
4214,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 87E (code 2426). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 29 (code 2353).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2406,
'Beijing 1954 / 3-degree Gauss-Kruger zone 30',
2716,
'projected',
4530,
Null,
4214,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 90E (code 2427). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 30 (code 2354).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2407,
'Beijing 1954 / 3-degree Gauss-Kruger zone 31',
2717,
'projected',
4530,
Null,
4214,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 93E (code 2428). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 31 (code 2355).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2408,
'Beijing 1954 / 3-degree Gauss-Kruger zone 32',
2718,
'projected',
4530,
Null,
4214,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 96E (code 2429). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 32 (code 2356).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2409,
'Beijing 1954 / 3-degree Gauss-Kruger zone 33',
2719,
'projected',
4530,
Null,
4214,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 99E (code 2430). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 33 (code 2357).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2410,
'Beijing 1954 / 3-degree Gauss-Kruger zone 34',
2720,
'projected',
4530,
Null,
4214,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 102E (code 2431). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 34 (code 2358).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2411,
'Beijing 1954 / 3-degree Gauss-Kruger zone 35',
2721,
'projected',
4530,
Null,
4214,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 105E (code 2432). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 35 (code 2359).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2412,
'Beijing 1954 / 3-degree Gauss-Kruger zone 36',
2722,
'projected',
4530,
Null,
4214,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 108E (code 2433). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 36 (code 2360).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2413,
'Beijing 1954 / 3-degree Gauss-Kruger zone 37',
2723,
'projected',
4530,
Null,
4214,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 111E (code 2434). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 37 (code 2361).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2414,
'Beijing 1954 / 3-degree Gauss-Kruger zone 38',
2724,
'projected',
4530,
Null,
4214,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 114E (code 2435). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 38 (code 2362).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2415,
'Beijing 1954 / 3-degree Gauss-Kruger zone 39',
2725,
'projected',
4530,
Null,
4214,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 117E (code 2436). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 39 (code 2363).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2416,
'Beijing 1954 / 3-degree Gauss-Kruger zone 40',
2726,
'projected',
4530,
Null,
4214,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 120E (code 2437). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 40 (code 2364).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2417,
'Beijing 1954 / 3-degree Gauss-Kruger zone 41',
2727,
'projected',
4530,
Null,
4214,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 123E (code 2438). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 41 (code 2365).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2418,
'Beijing 1954 / 3-degree Gauss-Kruger zone 42',
2728,
'projected',
4530,
Null,
4214,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 126E (code 2439). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 42 (code 2366).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2419,
'Beijing 1954 / 3-degree Gauss-Kruger zone 43',
2729,
'projected',
4530,
Null,
4214,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 129E (code 2440). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 43 (code 2367).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2420,
'Beijing 1954 / 3-degree Gauss-Kruger zone 44',
2730,
'projected',
4530,
Null,
4214,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 132E (code 2441). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 44 (code 2368).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2421,
'Beijing 1954 / 3-degree Gauss-Kruger zone 45',
2731,
'projected',
4530,
Null,
4214,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Beijing 1954 / 3-degree Gauss-Kruger CM 135E (code 2442). Replaced by Xian 1980 / 3-degree Gauss-Kruger zone 45 (code 2369).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2422,
'Beijing 1954 / 3-degree Gauss-Kruger CM 75E',
2711,
'projected',
4530,
Null,
4214,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 25 (code 2401). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 75E (code 2370).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2423,
'Beijing 1954 / 3-degree Gauss-Kruger CM 78E',
2712,
'projected',
4530,
Null,
4214,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 26 (code 2402). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 78E (code 2371).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2424,
'Beijing 1954 / 3-degree Gauss-Kruger CM 81E',
2713,
'projected',
4530,
Null,
4214,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 27 (code 2403). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 81E (code 2372).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2425,
'Beijing 1954 / 3-degree Gauss-Kruger CM 84E',
2714,
'projected',
4530,
Null,
4214,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 28 (code 2404). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 84E (code 2373).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2426,
'Beijing 1954 / 3-degree Gauss-Kruger CM 87E',
2715,
'projected',
4530,
Null,
4214,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 29 (code 2405). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 87E (code 2374).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2427,
'Beijing 1954 / 3-degree Gauss-Kruger CM 90E',
2716,
'projected',
4530,
Null,
4214,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 30 (code 2406). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 90E (code 2375).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2428,
'Beijing 1954 / 3-degree Gauss-Kruger CM 93E',
2717,
'projected',
4530,
Null,
4214,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 31 (code 2407). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 93E (code 2376).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2429,
'Beijing 1954 / 3-degree Gauss-Kruger CM 96E',
2718,
'projected',
4530,
Null,
4214,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 32 (code 2408). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 96E (code 2377).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2430,
'Beijing 1954 / 3-degree Gauss-Kruger CM 99E',
2719,
'projected',
4530,
Null,
4214,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 33 (code 2409). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 99E (code 2378).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2431,
'Beijing 1954 / 3-degree Gauss-Kruger CM 102E',
2720,
'projected',
4530,
Null,
4214,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 102E (code 2379).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2432,
'Beijing 1954 / 3-degree Gauss-Kruger CM 105E',
2721,
'projected',
4530,
Null,
4214,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 35 (code 2411). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 105E (code 2380).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2433,
'Beijing 1954 / 3-degree Gauss-Kruger CM 108E',
2722,
'projected',
4530,
Null,
4214,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 36 (code 2412). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 108E (code 2381).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2434,
'Beijing 1954 / 3-degree Gauss-Kruger CM 111E',
2723,
'projected',
4530,
Null,
4214,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 37 (code 2413). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 111E (code 2382).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2435,
'Beijing 1954 / 3-degree Gauss-Kruger CM 114E',
2724,
'projected',
4530,
Null,
4214,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 38 (code 2414). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 114E (code 2383).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2436,
'Beijing 1954 / 3-degree Gauss-Kruger CM 117E',
2725,
'projected',
4530,
Null,
4214,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 39 (code 2415). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 117E (code 2384).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2437,
'Beijing 1954 / 3-degree Gauss-Kruger CM 120E',
2726,
'projected',
4530,
Null,
4214,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 40 (code 2416). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 120E (code 2385).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2438,
'Beijing 1954 / 3-degree Gauss-Kruger CM 123E',
2727,
'projected',
4530,
Null,
4214,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 41 (code 2417). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 123E (code 2386).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2439,
'Beijing 1954 / 3-degree Gauss-Kruger CM 126E',
2728,
'projected',
4530,
Null,
4214,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 42 (code 2418). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 126E (code 2387).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2440,
'Beijing 1954 / 3-degree Gauss-Kruger CM 129E',
2729,
'projected',
4530,
Null,
4214,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 43 (code 2419). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 129E (code 2388).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2441,
'Beijing 1954 / 3-degree Gauss-Kruger CM 132E',
2730,
'projected',
4530,
Null,
4214,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 44 (code 2420). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 132E (code 2389).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2442,
'Beijing 1954 / 3-degree Gauss-Kruger CM 135E',
2731,
'projected',
4530,
Null,
4214,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Beijing 1954 / 3-degree Gauss-Kruger zone 45 (code 2421). Replaced by Xian 1980 / 3-degree Gauss-Kruger CM 135E (code 2390).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2443,
'JGD2000 / Japan Plane Rectangular CS I',
1854,
'projected',
4530,
Null,
4612,
17801,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS I (code 30161).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2444,
'JGD2000 / Japan Plane Rectangular CS II',
1855,
'projected',
4530,
Null,
4612,
17802,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS II (code 30162).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2445,
'JGD2000 / Japan Plane Rectangular CS III',
1856,
'projected',
4530,
Null,
4612,
17803,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS III (code 30163).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2446,
'JGD2000 / Japan Plane Rectangular CS IV',
1857,
'projected',
4530,
Null,
4612,
17804,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS IV (code 30164).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2447,
'JGD2000 / Japan Plane Rectangular CS V',
1858,
'projected',
4530,
Null,
4612,
17805,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS V (code 30165).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2448,
'JGD2000 / Japan Plane Rectangular CS VI',
1859,
'projected',
4530,
Null,
4612,
17806,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS VI (code 30166).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2449,
'JGD2000 / Japan Plane Rectangular CS VII',
1860,
'projected',
4530,
Null,
4612,
17807,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS VII (code 30167).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2450,
'JGD2000 / Japan Plane Rectangular CS VIII',
1861,
'projected',
4530,
Null,
4612,
17808,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS VIII (code 30168).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2451,
'JGD2000 / Japan Plane Rectangular CS IX',
1862,
'projected',
4530,
Null,
4612,
17809,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS IX (code 30169).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2452,
'JGD2000 / Japan Plane Rectangular CS X',
1863,
'projected',
4530,
Null,
4612,
17810,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS X (code 30170).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2453,
'JGD2000 / Japan Plane Rectangular CS XI',
1864,
'projected',
4530,
Null,
4612,
17811,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XI (code 30171).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2454,
'JGD2000 / Japan Plane Rectangular CS XII',
1865,
'projected',
4530,
Null,
4612,
17812,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XII (code 30172).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2455,
'JGD2000 / Japan Plane Rectangular CS XIII',
1866,
'projected',
4530,
Null,
4612,
17813,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XIII (code 30173).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2456,
'JGD2000 / Japan Plane Rectangular CS XIV',
1867,
'projected',
4530,
Null,
4612,
17814,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XIV (code 30174).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2457,
'JGD2000 / Japan Plane Rectangular CS XV',
1868,
'projected',
4530,
Null,
4612,
17815,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XV (code 30175).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2458,
'JGD2000 / Japan Plane Rectangular CS XVI',
1869,
'projected',
4530,
Null,
4612,
17816,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XVI (code 30176).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2459,
'JGD2000 / Japan Plane Rectangular CS XVII',
1870,
'projected',
4530,
Null,
4612,
17817,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XVII (code 30177).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2460,
'JGD2000 / Japan Plane Rectangular CS XVIII',
1871,
'projected',
4530,
Null,
4612,
17818,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XVIII (code 30178).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2461,
'JGD2000 / Japan Plane Rectangular CS XIX',
1872,
'projected',
4530,
Null,
4612,
17819,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Tokyo / Japan Plane Rectangular CS XIX (code 30179).',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2462,
'Albanian 1987 / Gauss-Kruger zone 4',
1025,
'projected',
4530,
Null,
4191,
16204,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2463,
'Pulkovo 1995 / Gauss-Kruger CM 21E',
1763,
'projected',
4530,
Null,
4200,
16304,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 4 (code 20004).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2464,
'Pulkovo 1995 / Gauss-Kruger CM 27E',
1764,
'projected',
4530,
Null,
4200,
16305,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 5 (code 20005).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2465,
'Pulkovo 1995 / Gauss-Kruger CM 33E',
1765,
'projected',
4530,
Null,
4200,
16306,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 6 (code 20006).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2466,
'Pulkovo 1995 / Gauss-Kruger CM 39E',
1766,
'projected',
4530,
Null,
4200,
16307,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 7 (code 20007).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2467,
'Pulkovo 1995 / Gauss-Kruger CM 45E',
1767,
'projected',
4530,
Null,
4200,
16308,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 8 (code 20008).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2468,
'Pulkovo 1995 / Gauss-Kruger CM 51E',
1768,
'projected',
4530,
Null,
4200,
16309,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 9 (code 20009).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2469,
'Pulkovo 1995 / Gauss-Kruger CM 57E',
1769,
'projected',
4530,
Null,
4200,
16310,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 10 (code 20010).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2470,
'Pulkovo 1995 / Gauss-Kruger CM 63E',
1770,
'projected',
4530,
Null,
4200,
16311,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 11 (code 20011).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2471,
'Pulkovo 1995 / Gauss-Kruger CM 69E',
1771,
'projected',
4530,
Null,
4200,
16312,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 12 (code 20012).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2472,
'Pulkovo 1995 / Gauss-Kruger CM 75E',
1772,
'projected',
4530,
Null,
4200,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 13 (code 20013).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2473,
'Pulkovo 1995 / Gauss-Kruger CM 81E',
1773,
'projected',
4530,
Null,
4200,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 14 (code 20014).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2474,
'Pulkovo 1995 / Gauss-Kruger CM 87E',
1774,
'projected',
4530,
Null,
4200,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 15 (code 20015).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2475,
'Pulkovo 1995 / Gauss-Kruger CM 93E',
1775,
'projected',
4530,
Null,
4200,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 16 (code 20016).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2476,
'Pulkovo 1995 / Gauss-Kruger CM 99E',
1776,
'projected',
4530,
Null,
4200,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 17 (code 20017).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2477,
'Pulkovo 1995 / Gauss-Kruger CM 105E',
1777,
'projected',
4530,
Null,
4200,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 18 (code 20018).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2478,
'Pulkovo 1995 / Gauss-Kruger CM 111E',
1778,
'projected',
4530,
Null,
4200,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 19 (code 20019).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2479,
'Pulkovo 1995 / Gauss-Kruger CM 117E',
1779,
'projected',
4530,
Null,
4200,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 20 (code 20020).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2480,
'Pulkovo 1995 / Gauss-Kruger CM 123E',
1780,
'projected',
4530,
Null,
4200,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 21 (code 20021).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2481,
'Pulkovo 1995 / Gauss-Kruger CM 129E',
1781,
'projected',
4530,
Null,
4200,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 22 (code 20022).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2482,
'Pulkovo 1995 / Gauss-Kruger CM 135E',
1782,
'projected',
4530,
Null,
4200,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 23 (code 20023).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2483,
'Pulkovo 1995 / Gauss-Kruger CM 141E',
1783,
'projected',
4530,
Null,
4200,
16324,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 24 (code 20024).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2484,
'Pulkovo 1995 / Gauss-Kruger CM 147E',
1784,
'projected',
4530,
Null,
4200,
16325,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 25 (code 20025).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2485,
'Pulkovo 1995 / Gauss-Kruger CM 153E',
1785,
'projected',
4530,
Null,
4200,
16326,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 26 (code 20026).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2486,
'Pulkovo 1995 / Gauss-Kruger CM 159E',
1786,
'projected',
4530,
Null,
4200,
16327,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 27 (code 20027).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2487,
'Pulkovo 1995 / Gauss-Kruger CM 165E',
1787,
'projected',
4530,
Null,
4200,
16328,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 28 (code 20028).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2488,
'Pulkovo 1995 / Gauss-Kruger CM 171E',
1788,
'projected',
4530,
Null,
4200,
16329,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 29 (code 20029).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2489,
'Pulkovo 1995 / Gauss-Kruger CM 177E',
1789,
'projected',
4530,
Null,
4200,
16330,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 30 (code 20030).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2490,
'Pulkovo 1995 / Gauss-Kruger CM 177W',
1790,
'projected',
4530,
Null,
4200,
16331,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 31 (code 20031).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2491,
'Pulkovo 1995 / Gauss-Kruger CM 171W',
1791,
'projected',
4530,
Null,
4200,
16332,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1995 / Gauss-Kruger zone 32 (code 20032).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2492,
'Pulkovo 1942 / Gauss-Kruger CM 9E',
1805,
'projected',
4530,
Null,
4284,
16302,
Null,
Null,
'Military mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 2 (code 28402).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2493,
'Pulkovo 1942 / Gauss-Kruger CM 15E',
1792,
'projected',
4530,
Null,
4284,
16303,
Null,
Null,
'Military mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 3 (code 28403).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2494,
'Pulkovo 1942 / Gauss-Kruger CM 21E',
1793,
'projected',
4530,
Null,
4284,
16304,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 4 (code 28404).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2495,
'Pulkovo 1942 / Gauss-Kruger CM 27E',
1794,
'projected',
4530,
Null,
4284,
16305,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 5 (code 28405).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2496,
'Pulkovo 1942 / Gauss-Kruger CM 33E',
1795,
'projected',
4530,
Null,
4284,
16306,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 6 (code 28406).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2497,
'Pulkovo 1942 / Gauss-Kruger CM 39E',
1796,
'projected',
4530,
Null,
4284,
16307,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 7 (code 28407).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2498,
'Pulkovo 1942 / Gauss-Kruger CM 45E',
1797,
'projected',
4530,
Null,
4284,
16308,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 8 (code 28408).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2499,
'Pulkovo 1942 / Gauss-Kruger CM 51E',
1798,
'projected',
4530,
Null,
4284,
16309,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 9 (code 28409).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2500,
'Pulkovo 1942 / Gauss-Kruger CM 57E',
1799,
'projected',
4530,
Null,
4284,
16310,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 10 (code 28410).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2501,
'Pulkovo 1942 / Gauss-Kruger CM 63E',
1800,
'projected',
4530,
Null,
4284,
16311,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 11 (code 28411).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2502,
'Pulkovo 1942 / Gauss-Kruger CM 69E',
1801,
'projected',
4530,
Null,
4284,
16312,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 12 (code 28412).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2503,
'Pulkovo 1942 / Gauss-Kruger CM 75E',
1802,
'projected',
4530,
Null,
4284,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 13 (code 28413).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2504,
'Pulkovo 1942 / Gauss-Kruger CM 81E',
1803,
'projected',
4530,
Null,
4284,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 14 (code 28414).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2505,
'Pulkovo 1942 / Gauss-Kruger CM 87E',
1804,
'projected',
4530,
Null,
4284,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 15 (code 28415).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2506,
'Pulkovo 1942 / Gauss-Kruger CM 93E',
1775,
'projected',
4530,
Null,
4284,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 16 (code 28416).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2507,
'Pulkovo 1942 / Gauss-Kruger CM 99E',
1776,
'projected',
4530,
Null,
4284,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 17 (code 28417).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2508,
'Pulkovo 1942 / Gauss-Kruger CM 105E',
1777,
'projected',
4530,
Null,
4284,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 18 (code 28418).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2509,
'Pulkovo 1942 / Gauss-Kruger CM 111E',
1778,
'projected',
4530,
Null,
4284,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 19 (code 28419).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2510,
'Pulkovo 1942 / Gauss-Kruger CM 117E',
1779,
'projected',
4530,
Null,
4284,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 20 (code 28420).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2511,
'Pulkovo 1942 / Gauss-Kruger CM 123E',
1780,
'projected',
4530,
Null,
4284,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 21 (code 28421).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2512,
'Pulkovo 1942 / Gauss-Kruger CM 129E',
1781,
'projected',
4530,
Null,
4284,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 22 (code 28422).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2513,
'Pulkovo 1942 / Gauss-Kruger CM 135E',
1782,
'projected',
4530,
Null,
4284,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 23 (code 28423).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2514,
'Pulkovo 1942 / Gauss-Kruger CM 141E',
1783,
'projected',
4530,
Null,
4284,
16324,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 24 (code 28424).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2515,
'Pulkovo 1942 / Gauss-Kruger CM 147E',
1784,
'projected',
4530,
Null,
4284,
16325,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 25 (code 28425).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2516,
'Pulkovo 1942 / Gauss-Kruger CM 153E',
1785,
'projected',
4530,
Null,
4284,
16326,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 26 (code 28426).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2517,
'Pulkovo 1942 / Gauss-Kruger CM 159E',
1786,
'projected',
4530,
Null,
4284,
16327,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 27 (code 28427).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2518,
'Pulkovo 1942 / Gauss-Kruger CM 165E',
1787,
'projected',
4530,
Null,
4284,
16328,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 28 (code 28428).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2519,
'Pulkovo 1942 / Gauss-Kruger CM 171E',
1788,
'projected',
4530,
Null,
4284,
16329,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 29 (code 28429).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2520,
'Pulkovo 1942 / Gauss-Kruger CM 177E',
1789,
'projected',
4530,
Null,
4284,
16330,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 30 (code 28430).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2521,
'Pulkovo 1942 / Gauss-Kruger CM 177W',
1790,
'projected',
4530,
Null,
4284,
16331,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 31 (code 28431).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2522,
'Pulkovo 1942 / Gauss-Kruger CM 171W',
1791,
'projected',
4530,
Null,
4284,
16332,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Pulkovo 1942 / Gauss-Kruger zone 32 (code 28432).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2523,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 7',
2653,
'projected',
4530,
Null,
4284,
16267,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E (code 2582).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2524,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 8',
2654,
'projected',
4530,
Null,
4284,
16268,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E (code 2583).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2525,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 9',
2655,
'projected',
4530,
Null,
4284,
16269,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E (code 2584).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2526,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 10',
2656,
'projected',
4530,
Null,
4284,
16270,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E (code 2585).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2527,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 11',
2657,
'projected',
4530,
Null,
4284,
16271,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E (code 2586).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2528,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 12',
2658,
'projected',
4530,
Null,
4284,
16272,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E (code 2587).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2529,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 13',
2659,
'projected',
4530,
Null,
4284,
16273,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E (code 2588).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2530,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 14',
2660,
'projected',
4530,
Null,
4284,
16274,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E (code 2589).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2531,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 15',
2661,
'projected',
4530,
Null,
4284,
16275,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E (code 2590).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2532,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 16',
2662,
'projected',
4530,
Null,
4284,
16276,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E (code 2591).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2533,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 17',
2663,
'projected',
4530,
Null,
4284,
16277,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E (code 2592).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2534,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 18',
2664,
'projected',
4530,
Null,
4284,
16278,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E (code 2593).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2535,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 19',
2665,
'projected',
4530,
Null,
4284,
16279,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E (code 2594).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2536,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 20',
2666,
'projected',
4530,
Null,
4284,
16280,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E (code 2595).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2537,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 21',
2667,
'projected',
4530,
Null,
4284,
16281,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E (code 2596).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2538,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 22',
2668,
'projected',
4530,
Null,
4284,
16282,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E (code 2597).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2539,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 23',
2669,
'projected',
4530,
Null,
4284,
16283,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E (code 2598).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2540,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 24',
2670,
'projected',
4530,
Null,
4284,
16284,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E (code 2599).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2541,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 25',
2671,
'projected',
4530,
Null,
4284,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E (code 2601).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2542,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 26',
2672,
'projected',
4530,
Null,
4284,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E (code 2602).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2543,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 27',
2673,
'projected',
4530,
Null,
4284,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E (code 2603).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2544,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 28',
2674,
'projected',
4530,
Null,
4284,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E (code 2604).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2545,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 29',
2675,
'projected',
4530,
Null,
4284,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E (code 2605).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2546,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 30',
2676,
'projected',
4530,
Null,
4284,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E (code 2606).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2547,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 31',
2677,
'projected',
4530,
Null,
4284,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E (code 2607).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2548,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 32',
2678,
'projected',
4530,
Null,
4284,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E (code 2608).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2549,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 33',
2679,
'projected',
4530,
Null,
4284,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E (code 2609).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2550,
'Samboja / UTM zone 50S',
1328,
'projected',
4400,
Null,
4125,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2551,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 34',
2680,
'projected',
4530,
Null,
4284,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E (code 2610).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2552,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 35',
2681,
'projected',
4530,
Null,
4284,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E (code 2611).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2553,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 36',
2682,
'projected',
4530,
Null,
4284,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E (code 2612).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2554,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 37',
2683,
'projected',
4530,
Null,
4284,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E (code 2613).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2555,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 38',
2684,
'projected',
4530,
Null,
4284,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E (code 2614).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2556,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 39',
2685,
'projected',
4530,
Null,
4284,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E (code 2615).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2557,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 40',
2686,
'projected',
4530,
Null,
4284,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E (code 2616).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2558,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 41',
2687,
'projected',
4530,
Null,
4284,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E (code 2617).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2559,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 42',
2688,
'projected',
4530,
Null,
4284,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E (code 2618).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2560,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 43',
2689,
'projected',
4530,
Null,
4284,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E (code 2619).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2561,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 44',
2690,
'projected',
4530,
Null,
4284,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E (code 2620).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2562,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 45',
2691,
'projected',
4530,
Null,
4284,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E (code 2621).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2563,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 46',
2692,
'projected',
4530,
Null,
4284,
16076,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E (code 2622).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2564,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 47',
2693,
'projected',
4530,
Null,
4284,
16077,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E (code 2623).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2565,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 48',
2694,
'projected',
4530,
Null,
4284,
16078,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E (code 2624).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2566,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 49',
2695,
'projected',
4530,
Null,
4284,
16079,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E (code 2625).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2567,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 50',
2696,
'projected',
4530,
Null,
4284,
16080,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E (code 2626).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2568,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 51',
2697,
'projected',
4530,
Null,
4284,
16081,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E (code 2627).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2569,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 52',
2698,
'projected',
4530,
Null,
4284,
16082,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E (code 2628).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2570,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 53',
2699,
'projected',
4530,
Null,
4284,
16083,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E (code 2629).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2571,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 54',
2700,
'projected',
4530,
Null,
4284,
16084,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E (code 2630).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2572,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 55',
2701,
'projected',
4530,
Null,
4284,
16085,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E (code 2631).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2573,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 56',
2702,
'projected',
4530,
Null,
4284,
16086,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E (code 2632).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2574,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 57',
2703,
'projected',
4530,
Null,
4284,
16087,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E (code 2633).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2575,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 58',
2704,
'projected',
4530,
Null,
4284,
16088,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E (code 2634).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2576,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 59',
2705,
'projected',
4530,
Null,
4284,
16089,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E (code 2635).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2577,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 60',
2706,
'projected',
4530,
Null,
4284,
16090,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2578,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 61',
2707,
'projected',
4530,
Null,
4284,
16091,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W (code 2637).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2579,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 62',
2708,
'projected',
4530,
Null,
4284,
16092,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W (code 2638).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2580,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 63',
2709,
'projected',
4530,
Null,
4284,
16093,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W (code 2639).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2581,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 64',
2710,
'projected',
4530,
Null,
4284,
16094,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W (code 2640).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2582,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 21E',
2653,
'projected',
4530,
Null,
4284,
16304,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 7 (code 2523).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.590 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2583,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 24E',
2654,
'projected',
4530,
Null,
4284,
16368,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 8 (code 2524).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2584,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 27E',
2655,
'projected',
4530,
Null,
4284,
16305,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 9 (code 2525).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2585,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 30E',
2656,
'projected',
4530,
Null,
4284,
16370,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 10 (code 2526).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2586,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 33E',
2657,
'projected',
4530,
Null,
4284,
16306,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 11 (code 2527).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2587,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 36E',
2658,
'projected',
4530,
Null,
4284,
16372,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 12 (code 2528).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2588,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 39E',
2659,
'projected',
4530,
Null,
4284,
16307,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 13 (code 2529).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2589,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 42E',
2660,
'projected',
4530,
Null,
4284,
16374,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 14 (code 2530).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2590,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 45E',
2661,
'projected',
4530,
Null,
4284,
16308,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 15 (code 2531).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2591,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 48E',
2662,
'projected',
4530,
Null,
4284,
16376,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 16 (code 2532).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2592,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 51E',
2663,
'projected',
4530,
Null,
4284,
16309,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 17 (code 2533).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2593,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 54E',
2664,
'projected',
4530,
Null,
4284,
16378,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 18 (code 2534).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2594,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 57E',
2665,
'projected',
4530,
Null,
4284,
16310,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 19 (code 2535).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2595,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 60E',
2666,
'projected',
4530,
Null,
4284,
16380,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 20 (code 2536).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2596,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 63E',
2667,
'projected',
4530,
Null,
4284,
16311,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 21 (code 2537).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2597,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 66E',
2668,
'projected',
4530,
Null,
4284,
16382,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 22 (code 2538).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2598,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 69E',
2669,
'projected',
4530,
Null,
4284,
16312,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 23 (code 2539).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2599,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 72E',
2670,
'projected',
4530,
Null,
4284,
16384,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 24 (code 2540).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2600,
'Lietuvos Koordinoei Sistema 1994',
1145,
'projected',
4530,
Null,
4669,
19934,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2004.550 2005.180',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2601,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 75E',
2671,
'projected',
4530,
Null,
4284,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 25 (code 2541).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2602,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 78E',
2672,
'projected',
4530,
Null,
4284,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 26 (code 2542).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2603,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 81E',
2673,
'projected',
4530,
Null,
4284,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 27 (code 2543).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2604,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 84E',
2674,
'projected',
4530,
Null,
4284,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 28 (code 2544).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2605,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 87E',
2675,
'projected',
4530,
Null,
4284,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 29 (code 2545).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2606,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 90E',
2676,
'projected',
4530,
Null,
4284,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 30 (code 2546).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2607,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 93E',
2677,
'projected',
4530,
Null,
4284,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 31 (code 2547).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2608,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 96E',
2678,
'projected',
4530,
Null,
4284,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 32 (code 2548).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2609,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 99E',
2679,
'projected',
4530,
Null,
4284,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 33 (code 2549).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2610,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 102E',
2680,
'projected',
4530,
Null,
4284,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 34 (code 2551).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2611,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 105E',
2681,
'projected',
4530,
Null,
4284,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 35 (code 2552).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2612,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 108E',
2682,
'projected',
4530,
Null,
4284,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 36 (code 2553).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2613,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 111E',
2683,
'projected',
4530,
Null,
4284,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 37 (code 2554).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2614,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 114E',
2684,
'projected',
4530,
Null,
4284,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 38 (code 2555).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2615,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 117E',
2685,
'projected',
4530,
Null,
4284,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 39 (code 2556).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2616,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 120E',
2686,
'projected',
4530,
Null,
4284,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 40 (code 2557).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2617,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 123E',
2687,
'projected',
4530,
Null,
4284,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 41 (code 2558).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2618,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 126E',
2688,
'projected',
4530,
Null,
4284,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 42 (code 2559).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2619,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 129E',
2689,
'projected',
4530,
Null,
4284,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 43 (code 2560).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2620,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 132E',
2690,
'projected',
4530,
Null,
4284,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 44 (code 2561).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2621,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 135E',
2691,
'projected',
4530,
Null,
4284,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 45 (code 2562).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2622,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 138E',
2692,
'projected',
4530,
Null,
4284,
16176,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 46 (code 2563).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2623,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 141E',
2693,
'projected',
4530,
Null,
4284,
16324,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 47 (code 2564).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2624,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 144E',
2694,
'projected',
4530,
Null,
4284,
16178,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 48 (code 2565).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2625,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 147E',
2695,
'projected',
4530,
Null,
4284,
16325,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 49 (code 2566).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2626,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 150E',
2696,
'projected',
4530,
Null,
4284,
16180,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 50 (code 2567).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2627,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 153E',
2697,
'projected',
4530,
Null,
4284,
16326,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 51 (code 2568).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2628,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 156E',
2698,
'projected',
4530,
Null,
4284,
16182,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 52 (code 2569).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2629,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 159E',
2699,
'projected',
4530,
Null,
4284,
16327,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 53 (code 2570).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2630,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 162E',
2700,
'projected',
4530,
Null,
4284,
16184,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 54 (code 2571).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2631,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 165E',
2701,
'projected',
4530,
Null,
4284,
16328,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 55 (code 2572).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2632,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 168E',
2702,
'projected',
4530,
Null,
4284,
16186,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 56 (code 2573).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2633,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 171E',
2703,
'projected',
4530,
Null,
4284,
16329,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 57 (code 2574).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2634,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 174E',
2704,
'projected',
4530,
Null,
4284,
16188,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 58 (code 2575).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2635,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 177E',
2705,
'projected',
4530,
Null,
4284,
16330,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 59 (code 2576).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2636,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E',
2706,
'projected',
4530,
Null,
4284,
16190,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 60 (code 3389).',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'2006.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2637,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 177W',
2707,
'projected',
4530,
Null,
4284,
16331,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 61 (code 2578).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2638,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 174W',
2708,
'projected',
4530,
Null,
4284,
16192,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 62 (code 2579).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2639,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 171W',
2709,
'projected',
4530,
Null,
4284,
16332,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 63 (code 2580).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2640,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 168W',
2710,
'projected',
4530,
Null,
4284,
16194,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 64 (code 2581).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2641,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 7',
2747,
'projected',
4530,
Null,
4200,
16267,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E (code 2699).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2642,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 8',
2748,
'projected',
4530,
Null,
4200,
16268,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E (code 2700).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2643,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 9',
2749,
'projected',
4530,
Null,
4200,
16269,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E (code 2701).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2644,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 10',
2750,
'projected',
4530,
Null,
4200,
16270,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E (code 2702).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2645,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 11',
2751,
'projected',
4530,
Null,
4200,
16271,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E (code 2703).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2646,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 12',
2752,
'projected',
4530,
Null,
4200,
16272,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E (code 2704).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2647,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 13',
2753,
'projected',
4530,
Null,
4200,
16273,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E (code 2705).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2648,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 14',
2754,
'projected',
4530,
Null,
4200,
16274,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E (code 2706).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2649,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 15',
2755,
'projected',
4530,
Null,
4200,
16275,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E (code 2707).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2650,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 16',
2756,
'projected',
4530,
Null,
4200,
16276,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E (code 2708).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2651,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 17',
2757,
'projected',
4530,
Null,
4200,
16277,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E (code 2709).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2652,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 18',
2758,
'projected',
4530,
Null,
4200,
16278,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E (code 2710).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2653,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 19',
2759,
'projected',
4530,
Null,
4200,
16279,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E (code 2711).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2654,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 20',
2760,
'projected',
4530,
Null,
4200,
16280,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E (code 2712).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2655,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 21',
2761,
'projected',
4530,
Null,
4200,
16281,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E (code 2713).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2656,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 22',
2762,
'projected',
4530,
Null,
4200,
16282,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E (code 2714).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2657,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 23',
2763,
'projected',
4530,
Null,
4200,
16283,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E (code 2715).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2658,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 24',
2764,
'projected',
4530,
Null,
4200,
16284,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E (code 2716).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2659,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 25',
2765,
'projected',
4530,
Null,
4200,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E (code 2717).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2660,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 26',
2766,
'projected',
4530,
Null,
4200,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E (code 2718).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2661,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 27',
2767,
'projected',
4530,
Null,
4200,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E (code 2719).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2662,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 28',
2768,
'projected',
4530,
Null,
4200,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E (code 2720).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2663,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 29',
2769,
'projected',
4530,
Null,
4200,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E (code 2721).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2664,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 30',
2676,
'projected',
4530,
Null,
4200,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E (code 2722).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2665,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 31',
2677,
'projected',
4530,
Null,
4200,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E (code 2723).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2666,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 32',
2678,
'projected',
4530,
Null,
4200,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E (code 2724).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2667,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 33',
2679,
'projected',
4530,
Null,
4200,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E (code 2725).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2668,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 34',
2680,
'projected',
4530,
Null,
4200,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E (code 2726).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2669,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 35',
2681,
'projected',
4530,
Null,
4200,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E (code 2727).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2670,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 36',
2682,
'projected',
4530,
Null,
4200,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E (code 2728).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2671,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 37',
2683,
'projected',
4530,
Null,
4200,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E (code 2729).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2672,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 38',
2684,
'projected',
4530,
Null,
4200,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E (code 2730).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2673,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 39',
2685,
'projected',
4530,
Null,
4200,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E (code 2731).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2674,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 40',
2686,
'projected',
4530,
Null,
4200,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E (code 2732).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2675,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 41',
2687,
'projected',
4530,
Null,
4200,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E (code 2733).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2676,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 42',
2688,
'projected',
4530,
Null,
4200,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E (code 2734).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2677,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 43',
2689,
'projected',
4530,
Null,
4200,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E (code 2735).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2678,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 44',
2690,
'projected',
4530,
Null,
4200,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E (code 2738).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2679,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 45',
2691,
'projected',
4530,
Null,
4200,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E (code 2739).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2680,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 46',
2692,
'projected',
4530,
Null,
4200,
16076,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E (code 2740).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2681,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 47',
2693,
'projected',
4530,
Null,
4200,
16077,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E (code 2741).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2682,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 48',
2694,
'projected',
4530,
Null,
4200,
16078,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E (code 2742).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2683,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 49',
2695,
'projected',
4530,
Null,
4200,
16079,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E (code 2743).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2684,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 50',
2696,
'projected',
4530,
Null,
4200,
16080,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E (code 2744).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2685,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 51',
2697,
'projected',
4530,
Null,
4200,
16081,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E (code 2745).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2686,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 52',
2698,
'projected',
4530,
Null,
4200,
16082,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E (code 2746).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2687,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 53',
2699,
'projected',
4530,
Null,
4200,
16083,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E (code 2747).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2688,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 54',
2700,
'projected',
4530,
Null,
4200,
16084,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E (code 2748).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2689,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 55',
2701,
'projected',
4530,
Null,
4200,
16085,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E (code 2749).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2690,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 56',
2702,
'projected',
4530,
Null,
4200,
16086,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E (code 2750).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2691,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 57',
2703,
'projected',
4530,
Null,
4200,
16087,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E (code 2751).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2692,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 58',
2704,
'projected',
4530,
Null,
4200,
16088,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E (code 2752).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2693,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 59',
2705,
'projected',
4530,
Null,
4200,
16089,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E (code 2753).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2694,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 60',
2706,
'projected',
4530,
Null,
4200,
16090,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2695,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 61',
2707,
'projected',
4530,
Null,
4200,
16091,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W (code 2755).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2696,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 62',
2708,
'projected',
4530,
Null,
4200,
16092,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W (code 2756).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2697,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 63',
2709,
'projected',
4530,
Null,
4200,
16093,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W (code 2757).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2698,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 64',
2710,
'projected',
4530,
Null,
4200,
16094,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W (code 2758).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2699,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 21E',
2747,
'projected',
4530,
Null,
4200,
16304,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 7 (code 2641).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2700,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 24E',
2748,
'projected',
4530,
Null,
4200,
16368,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 8 (code 2642).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.591',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2701,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 27E',
2749,
'projected',
4530,
Null,
4200,
16305,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 9 (code 2643).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2702,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 30E',
2750,
'projected',
4530,
Null,
4200,
16370,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 10 (code 2644).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2703,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 33E',
2751,
'projected',
4530,
Null,
4200,
16306,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 11 (code 2645).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2704,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 36E',
2752,
'projected',
4530,
Null,
4200,
16372,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 12 (code 2646).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2705,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 39E',
2753,
'projected',
4530,
Null,
4200,
16307,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 13 (code 2647).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2706,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 42E',
2754,
'projected',
4530,
Null,
4200,
16374,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 14 (code 2648).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2707,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 45E',
2755,
'projected',
4530,
Null,
4200,
16308,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 15 (code 2649).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2708,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 48E',
2756,
'projected',
4530,
Null,
4200,
16376,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 16 (code 2650).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2709,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 51E',
2757,
'projected',
4530,
Null,
4200,
16309,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 17 (code 2651).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2710,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 54E',
2758,
'projected',
4530,
Null,
4200,
16378,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 18 (code 2652).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2711,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 57E',
2759,
'projected',
4530,
Null,
4200,
16310,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 19 (code 2653).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2712,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 60E',
2760,
'projected',
4530,
Null,
4200,
16380,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 20 (code 2654).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2713,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 63E',
2761,
'projected',
4530,
Null,
4200,
16311,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 21 (code 2655).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2714,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 66E',
2762,
'projected',
4530,
Null,
4200,
16382,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 22 (code 2656).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2715,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 69E',
2763,
'projected',
4530,
Null,
4200,
16312,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 23 (code 2657).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2716,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 72E',
2764,
'projected',
4530,
Null,
4200,
16384,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 24 (code 2658).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2717,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 75E',
2765,
'projected',
4530,
Null,
4200,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 25 (code 2659).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2718,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 78E',
2766,
'projected',
4530,
Null,
4200,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 26 (code 2660).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2719,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 81E',
2767,
'projected',
4530,
Null,
4200,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 27 (code 2661).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2720,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 84E',
2768,
'projected',
4530,
Null,
4200,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 28 (code 2662).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'2003.310 2006.590',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2721,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 87E',
2769,
'projected',
4530,
Null,
4200,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 29 (code 2663).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2722,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 90E',
2676,
'projected',
4530,
Null,
4200,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 30 (code 2664).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2723,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 93E',
2677,
'projected',
4530,
Null,
4200,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 31 (code 2665).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2724,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 96E',
2678,
'projected',
4530,
Null,
4200,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 32 (code 2666).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2725,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 99E',
2679,
'projected',
4530,
Null,
4200,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 33 (code 2667).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2726,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 102E',
2680,
'projected',
4530,
Null,
4200,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 34 (code 2668).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2727,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 105E',
2681,
'projected',
4530,
Null,
4200,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 35 (code 2669).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2728,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 108E',
2682,
'projected',
4530,
Null,
4200,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 36 (code 2670).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2729,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 111E',
2683,
'projected',
4530,
Null,
4200,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 37 (code 2671).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2730,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 114E',
2684,
'projected',
4530,
Null,
4200,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 38 (code 2672).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2731,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 117E',
2685,
'projected',
4530,
Null,
4200,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 39 (code 2673).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2732,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 120E',
2686,
'projected',
4530,
Null,
4200,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 40 (code 2674).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2733,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 123E',
2687,
'projected',
4530,
Null,
4200,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 41 (code 2675).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2734,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 126E',
2688,
'projected',
4530,
Null,
4200,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 42 (code 2676).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2735,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 129E',
2689,
'projected',
4530,
Null,
4200,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 43 (code 2677).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2736,
'Tete / UTM zone 36S',
1540,
'projected',
4400,
Null,
4127,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2737,
'Tete / UTM zone 37S',
1541,
'projected',
4400,
Null,
4127,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2738,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 132E',
2690,
'projected',
4530,
Null,
4200,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 44 (code 2678).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2739,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 135E',
2691,
'projected',
4530,
Null,
4200,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 45 (code 2679).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2740,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 138E',
2692,
'projected',
4530,
Null,
4200,
16176,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 46 (code 2680).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2741,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 141E',
2693,
'projected',
4530,
Null,
4200,
16324,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 47 (code 2681).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2742,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 144E',
2694,
'projected',
4530,
Null,
4200,
16178,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 48 (code 2682).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2743,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 147E',
2695,
'projected',
4530,
Null,
4200,
16325,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 49 (code 2683).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2744,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 150E',
2696,
'projected',
4530,
Null,
4200,
16180,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 50 (code 2684).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2745,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 153E',
2697,
'projected',
4530,
Null,
4200,
16326,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 51 (code 2685).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2746,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 156E',
2698,
'projected',
4530,
Null,
4200,
16182,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 52 (code 2686).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2747,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 159E',
2699,
'projected',
4530,
Null,
4200,
16327,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 53 (code 2687).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2748,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 162E',
2700,
'projected',
4530,
Null,
4200,
16184,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 54 (code 2688).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2749,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 165E',
2701,
'projected',
4530,
Null,
4200,
16328,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 55 (code 2689).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2750,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 168E',
2702,
'projected',
4530,
Null,
4200,
16186,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 56 (code 2690).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2751,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 171E',
2703,
'projected',
4530,
Null,
4200,
16329,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 57 (code 2691).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2752,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 174E',
2704,
'projected',
4530,
Null,
4200,
16188,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 58 (code 2692).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2753,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 177E',
2705,
'projected',
4530,
Null,
4200,
16330,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 59 (code 2693).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2754,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E',
2706,
'projected',
4530,
Null,
4200,
16190,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 60 (code 3390).',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'2003.310 2006.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2755,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 177W',
2707,
'projected',
4530,
Null,
4200,
16331,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 61 (code 2695).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2756,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 174W',
2708,
'projected',
4530,
Null,
4200,
16192,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 62 (code 2696).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2757,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 171W',
2709,
'projected',
4530,
Null,
4200,
16332,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 63 (code 2697).',
'OGP',
'OGP',
TO_DATE('2006-07-22'),
'2003.310 2006.592',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2758,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 168W',
2710,
'projected',
4530,
Null,
4200,
16194,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1995 / 3-degree Gauss-Kruger zone 64 (code 2698).',
'OGP',
'OGP',
TO_DATE('2003-09-19'),
'2003.310',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2759,
'NAD83(HARN) / Alabama East',
2154,
'projected',
4499,
Null,
4152,
10131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2760,
'NAD83(HARN) / Alabama West',
2155,
'projected',
4499,
Null,
4152,
10132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2761,
'NAD83(HARN) / Arizona East',
2167,
'projected',
4499,
Null,
4152,
10231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2867 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2762,
'NAD83(HARN) / Arizona Central',
2166,
'projected',
4499,
Null,
4152,
10232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2868 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2763,
'NAD83(HARN) / Arizona West',
2168,
'projected',
4499,
Null,
4152,
10233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2869 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2764,
'NAD83(HARN) / Arkansas North',
2169,
'projected',
4499,
Null,
4152,
10331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3441 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2765,
'NAD83(HARN) / Arkansas South',
2170,
'projected',
4499,
Null,
4152,
10332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3442 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2766,
'NAD83(HARN) / California zone 1',
2175,
'projected',
4499,
Null,
4152,
10431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2870 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2767,
'NAD83(HARN) / California zone 2',
2176,
'projected',
4499,
Null,
4152,
10432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2871 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2768,
'NAD83(HARN) / California zone 3',
2177,
'projected',
4499,
Null,
4152,
10433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2872 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2769,
'NAD83(HARN) / California zone 4',
2178,
'projected',
4499,
Null,
4152,
10434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2873 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2770,
'NAD83(HARN) / California zone 5',
2182,
'projected',
4499,
Null,
4152,
10435,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2874 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2771,
'NAD83(HARN) / California zone 6',
2180,
'projected',
4499,
Null,
4152,
10436,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2875 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2772,
'NAD83(HARN) / Colorado North',
2184,
'projected',
4499,
Null,
4152,
10531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2876 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2773,
'NAD83(HARN) / Colorado Central',
2183,
'projected',
4499,
Null,
4152,
10532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2877 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2774,
'NAD83(HARN) / Colorado South',
2185,
'projected',
4499,
Null,
4152,
10533,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2878 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2775,
'NAD83(HARN) / Connecticut',
1377,
'projected',
4499,
Null,
4152,
10630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2879 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2776,
'NAD83(HARN) / Delaware',
1378,
'projected',
4499,
Null,
4152,
10730,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2880 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2777,
'NAD83(HARN) / Florida East',
2186,
'projected',
4499,
Null,
4152,
10931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2881 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2778,
'NAD83(HARN) / Florida West',
2188,
'projected',
4499,
Null,
4152,
10932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2882 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2779,
'NAD83(HARN) / Florida North',
2187,
'projected',
4499,
Null,
4152,
10933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2883 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2780,
'NAD83(HARN) / Georgia East',
2189,
'projected',
4499,
Null,
4152,
11031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2884 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2781,
'NAD83(HARN) / Georgia West',
2190,
'projected',
4499,
Null,
4152,
11032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2885 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2782,
'NAD83(HARN) / Hawaii zone 1',
1546,
'projected',
4499,
Null,
4152,
15131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2783,
'NAD83(HARN) / Hawaii zone 2',
1547,
'projected',
4499,
Null,
4152,
15132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2784,
'NAD83(HARN) / Hawaii zone 3',
1548,
'projected',
4499,
Null,
4152,
15133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2785,
'NAD83(HARN) / Hawaii zone 4',
1549,
'projected',
4499,
Null,
4152,
15134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2786,
'NAD83(HARN) / Hawaii zone 5',
1550,
'projected',
4499,
Null,
4152,
15135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2787,
'NAD83(HARN) / Idaho East',
2192,
'projected',
4499,
Null,
4152,
11131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2886 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2788,
'NAD83(HARN) / Idaho Central',
2191,
'projected',
4499,
Null,
4152,
11132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2887 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2789,
'NAD83(HARN) / Idaho West',
2193,
'projected',
4499,
Null,
4152,
11133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2888 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2790,
'NAD83(HARN) / Illinois East',
2194,
'projected',
4499,
Null,
4152,
11231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3443 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2791,
'NAD83(HARN) / Illinois West',
2195,
'projected',
4499,
Null,
4152,
11232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3444 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2792,
'NAD83(HARN) / Indiana East',
2196,
'projected',
4499,
Null,
4152,
11331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2967 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.770 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2793,
'NAD83(HARN) / Indiana West',
2197,
'projected',
4499,
Null,
4152,
11332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2968 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.770 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2794,
'NAD83(HARN) / Iowa North',
2198,
'projected',
4499,
Null,
4152,
11431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3425 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2795,
'NAD83(HARN) / Iowa South',
2199,
'projected',
4499,
Null,
4152,
11432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3426 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2796,
'NAD83(HARN) / Kansas North',
2200,
'projected',
4499,
Null,
4152,
11531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3427 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2797,
'NAD83(HARN) / Kansas South',
2201,
'projected',
4499,
Null,
4152,
11532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3428 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2798,
'NAD83(HARN) / Kentucky North',
2202,
'projected',
4499,
Null,
4152,
15303,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2891 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2799,
'NAD83(HARN) / Kentucky South',
2203,
'projected',
4499,
Null,
4152,
11632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2892 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2002.771 2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2800,
'NAD83(HARN) / Louisiana North',
2204,
'projected',
4499,
Null,
4152,
11731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3456 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2801,
'NAD83(HARN) / Louisiana South',
2529,
'projected',
4499,
Null,
4152,
11732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not applicable to offshore areas. State law defines system in US survey feet. See code 3457 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.392 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2802,
'NAD83(HARN) / Maine East',
2206,
'projected',
4499,
Null,
4152,
11831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26855 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2803,
'NAD83(HARN) / Maine West',
2207,
'projected',
4499,
Null,
4152,
11832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26856 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-24'),
'2006.903 2007.031 2008.006 2008.041 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2804,
'NAD83(HARN) / Maryland',
1389,
'projected',
4499,
Null,
4152,
11930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2893 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2805,
'NAD83(HARN) / Massachusetts Mainland',
2209,
'projected',
4499,
Null,
4152,
12031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2894 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2806,
'NAD83(HARN) / Massachusetts Island',
2208,
'projected',
4499,
Null,
4152,
12032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2895 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2002.771 2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2807,
'NAD83(HARN) / Michigan North',
1723,
'projected',
4499,
Null,
4152,
12141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2896 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2808,
'NAD83(HARN) / Michigan Central',
1724,
'projected',
4499,
Null,
4152,
12142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2897 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2809,
'NAD83(HARN) / Michigan South',
1725,
'projected',
4499,
Null,
4152,
12143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2898 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2810,
'NAD83(HARN) / Minnesota North',
2214,
'projected',
4499,
Null,
4152,
12231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26857 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-05-28'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2811,
'NAD83(HARN) / Minnesota Central',
2213,
'projected',
4499,
Null,
4152,
12232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26858 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-05-28'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2812,
'NAD83(HARN) / Minnesota South',
2215,
'projected',
4499,
Null,
4152,
12233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26859 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-05-28'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2813,
'NAD83(HARN) / Mississippi East',
2216,
'projected',
4499,
Null,
4152,
12331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2899 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2814,
'NAD83(HARN) / Mississippi West',
2217,
'projected',
4499,
Null,
4152,
12332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2900 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2815,
'NAD83(HARN) / Missouri East',
2219,
'projected',
4499,
Null,
4152,
12431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2816,
'NAD83(HARN) / Missouri Central',
2218,
'projected',
4499,
Null,
4152,
12432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2817,
'NAD83(HARN) / Missouri West',
2220,
'projected',
4499,
Null,
4152,
12433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2818,
'NAD83(HARN) / Montana',
1395,
'projected',
4499,
Null,
4152,
12530,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2901 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2819,
'NAD83(HARN) / Nebraska',
1396,
'projected',
4499,
Null,
4152,
12630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26860 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-23'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2820,
'NAD83(HARN) / Nevada East',
2224,
'projected',
4499,
Null,
4152,
12731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3429 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.904 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2821,
'NAD83(HARN) / Nevada Central',
2223,
'projected',
4499,
Null,
4152,
12732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3430 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.904 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2822,
'NAD83(HARN) / Nevada West',
2225,
'projected',
4499,
Null,
4152,
12733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3431 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.904 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2823,
'NAD83(HARN) / New Hampshire',
1398,
'projected',
4499,
Null,
4152,
12830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3445 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2824,
'NAD83(HARN) / New Jersey',
1399,
'projected',
4499,
Null,
4152,
12930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3432 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2825,
'NAD83(HARN) / New Mexico East',
2228,
'projected',
4499,
Null,
4152,
13031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2902 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2826,
'NAD83(HARN) / New Mexico Central',
2231,
'projected',
4499,
Null,
4152,
13032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2903 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2827,
'NAD83(HARN) / New Mexico West',
2232,
'projected',
4499,
Null,
4152,
13033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2904 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2828,
'NAD83(HARN) / New York East',
2234,
'projected',
4499,
Null,
4152,
13131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2905 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2829,
'NAD83(HARN) / New York Central',
2233,
'projected',
4499,
Null,
4152,
13132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2906 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2830,
'NAD83(HARN) / New York West',
2236,
'projected',
4499,
Null,
4152,
13133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2907 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2831,
'NAD83(HARN) / New York Long Island',
2235,
'projected',
4499,
Null,
4152,
13134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2908 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2832,
'NAD83(HARN) / North Dakota North',
2237,
'projected',
4499,
Null,
4152,
13331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2909 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2833,
'NAD83(HARN) / North Dakota South',
2238,
'projected',
4499,
Null,
4152,
13332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2910 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2834,
'NAD83(HARN) / Ohio North',
2239,
'projected',
4499,
Null,
4152,
13431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3753 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-05-29'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2835,
'NAD83(HARN) / Ohio South',
2240,
'projected',
4499,
Null,
4152,
13432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3754 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-05-29'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2836,
'NAD83(HARN) / Oklahoma North',
2241,
'projected',
4499,
Null,
4152,
13531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2911 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2837,
'NAD83(HARN) / Oklahoma South',
2242,
'projected',
4499,
Null,
4152,
13532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2912 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2838,
'NAD83(HARN) / Oregon North',
2243,
'projected',
4499,
Null,
4152,
13631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2913 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2839,
'NAD83(HARN) / Oregon South',
2244,
'projected',
4499,
Null,
4152,
13632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2914 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2840,
'NAD83(HARN) / Rhode Island',
1408,
'projected',
4499,
Null,
4152,
13830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3446 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2841,
'NAD83(HARN) / South Dakota North',
2249,
'projected',
4499,
Null,
4152,
14031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3458 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2842,
'NAD83(HARN) / South Dakota South',
2250,
'projected',
4499,
Null,
4152,
14032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3459 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2843,
'NAD83(HARN) / Tennessee',
1411,
'projected',
4499,
Null,
4152,
14130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2915 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2844,
'NAD83(HARN) / Texas North',
2253,
'projected',
4499,
Null,
4152,
14231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2916 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2845,
'NAD83(HARN) / Texas North Central',
2254,
'projected',
4499,
Null,
4152,
14232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2917 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2846,
'NAD83(HARN) / Texas Central',
2252,
'projected',
4499,
Null,
4152,
14233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2918 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2847,
'NAD83(HARN) / Texas South Central',
2527,
'projected',
4499,
Null,
4152,
14234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2919 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2002.771 2006.392 2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2848,
'NAD83(HARN) / Texas South',
2528,
'projected',
4499,
Null,
4152,
14235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2920 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.392 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2849,
'NAD83(HARN) / Utah North',
2258,
'projected',
4499,
Null,
4152,
14331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2850,
'NAD83(HARN) / Utah Central',
2257,
'projected',
4499,
Null,
4152,
14332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2851,
'NAD83(HARN) / Utah South',
2259,
'projected',
4499,
Null,
4152,
14333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. State law defining system in International feet (note: not US survey feet) has been withdrawn. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2852,
'NAD83(HARN) / Vermont',
1414,
'projected',
4499,
Null,
4152,
14430,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2853,
'NAD83(HARN) / Virginia North',
2260,
'projected',
4499,
Null,
4152,
14531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2924 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2854,
'NAD83(HARN) / Virginia South',
2261,
'projected',
4499,
Null,
4152,
14532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2925 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2855,
'NAD83(HARN) / Washington North',
2273,
'projected',
4499,
Null,
4152,
14631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2926 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2856,
'NAD83(HARN) / Washington South',
2274,
'projected',
4499,
Null,
4152,
14632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2927 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2857,
'NAD83(HARN) / West Virginia North',
2264,
'projected',
4499,
Null,
4152,
14731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26861 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-23'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2858,
'NAD83(HARN) / West Virginia South',
2265,
'projected',
4499,
Null,
4152,
14732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26862 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-23'),
'2006.903 2007.031 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2859,
'NAD83(HARN) / Wisconsin North',
2267,
'projected',
4499,
Null,
4152,
14831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2928 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2860,
'NAD83(HARN) / Wisconsin Central',
2266,
'projected',
4499,
Null,
4152,
14832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2929 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2861,
'NAD83(HARN) / Wisconsin South',
2268,
'projected',
4499,
Null,
4152,
14833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2930 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2862,
'NAD83(HARN) / Wyoming East',
2269,
'projected',
4499,
Null,
4152,
14931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3755 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2863,
'NAD83(HARN) / Wyoming East Central',
2270,
'projected',
4499,
Null,
4152,
14932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3756 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2864,
'NAD83(HARN) / Wyoming West Central',
2272,
'projected',
4499,
Null,
4152,
14933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3757 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2865,
'NAD83(HARN) / Wyoming West',
2271,
'projected',
4499,
Null,
4152,
14934,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3758 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-05-29'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2866,
'NAD83(HARN) / Puerto Rico and Virgin Is.',
2251,
'projected',
4499,
Null,
4152,
15230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS (CRS code 32161) for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS (CRS code 4437).',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-09-05'),
'2006.903 2007.031 2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2867,
'NAD83(HARN) / Arizona East (ft)',
2167,
'projected',
4495,
Null,
4152,
15304,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2761. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2868,
'NAD83(HARN) / Arizona Central (ft)',
2166,
'projected',
4495,
Null,
4152,
15305,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2762. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2869,
'NAD83(HARN) / Arizona West (ft)',
2168,
'projected',
4495,
Null,
4152,
15306,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2763. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2870,
'NAD83(HARN) / California zone 1 (ftUS)',
2175,
'projected',
4497,
Null,
4152,
15307,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2766. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2871,
'NAD83(HARN) / California zone 2 (ftUS)',
2176,
'projected',
4497,
Null,
4152,
15308,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2767. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2872,
'NAD83(HARN) / California zone 3 (ftUS)',
2177,
'projected',
4497,
Null,
4152,
15309,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2768. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2873,
'NAD83(HARN) / California zone 4 (ftUS)',
2178,
'projected',
4497,
Null,
4152,
15310,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2769. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2874,
'NAD83(HARN) / California zone 5 (ftUS)',
2182,
'projected',
4497,
Null,
4152,
15311,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2770. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2875,
'NAD83(HARN) / California zone 6 (ftUS)',
2180,
'projected',
4497,
Null,
4152,
15312,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2771. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2876,
'NAD83(HARN) / Colorado North (ftUS)',
2184,
'projected',
4497,
Null,
4152,
15313,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2772. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2877,
'NAD83(HARN) / Colorado Central (ftUS)',
2183,
'projected',
4497,
Null,
4152,
15314,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2773. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2878,
'NAD83(HARN) / Colorado South (ftUS)',
2185,
'projected',
4497,
Null,
4152,
15315,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2774. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2879,
'NAD83(HARN) / Connecticut (ftUS)',
1377,
'projected',
4497,
Null,
4152,
15316,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2775. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2880,
'NAD83(HARN) / Delaware (ftUS)',
1378,
'projected',
4497,
Null,
4152,
15317,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2776. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2881,
'NAD83(HARN) / Florida East (ftUS)',
2186,
'projected',
4497,
Null,
4152,
15318,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2777. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2882,
'NAD83(HARN) / Florida West (ftUS)',
2188,
'projected',
4497,
Null,
4152,
15319,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2778. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2883,
'NAD83(HARN) / Florida North (ftUS)',
2187,
'projected',
4497,
Null,
4152,
15320,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2779. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2884,
'NAD83(HARN) / Georgia East (ftUS)',
2189,
'projected',
4497,
Null,
4152,
15321,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2780. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2885,
'NAD83(HARN) / Georgia West (ftUS)',
2190,
'projected',
4497,
Null,
4152,
15322,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2781. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2886,
'NAD83(HARN) / Idaho East (ftUS)',
2192,
'projected',
4497,
Null,
4152,
15323,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2787. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2887,
'NAD83(HARN) / Idaho Central (ftUS)',
2191,
'projected',
4497,
Null,
4152,
15324,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2788. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2888,
'NAD83(HARN) / Idaho West (ftUS)',
2193,
'projected',
4497,
Null,
4152,
15325,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2789. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2889,
'NAD83(HARN) / Indiana East (ftUS)',
2196,
'projected',
4497,
Null,
4152,
15326,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26973.',
'National Geodetic Survey',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2890,
'NAD83(HARN) / Indiana West (ftUS)',
2197,
'projected',
4497,
Null,
4152,
15327,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26974.',
'National Geodetic Survey',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2891,
'NAD83(HARN) / Kentucky North (ftUS)',
2202,
'projected',
4497,
Null,
4152,
15328,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2798. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2892,
'NAD83(HARN) / Kentucky South (ftUS)',
2203,
'projected',
4497,
Null,
4152,
15329,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2799. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2893,
'NAD83(HARN) / Maryland (ftUS)',
1389,
'projected',
4497,
Null,
4152,
15330,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2804. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2894,
'NAD83(HARN) / Massachusetts Mainland (ftUS)',
2209,
'projected',
4497,
Null,
4152,
15331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2805. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2895,
'NAD83(HARN) / Massachusetts Island (ftUS)',
2208,
'projected',
4497,
Null,
4152,
15332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2806. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2896,
'NAD83(HARN) / Michigan North (ft)',
1723,
'projected',
4495,
Null,
4152,
15333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2807. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2897,
'NAD83(HARN) / Michigan Central (ft)',
1724,
'projected',
4495,
Null,
4152,
15334,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2808. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2898,
'NAD83(HARN) / Michigan South (ft)',
1725,
'projected',
4495,
Null,
4152,
15335,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2809. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2899,
'NAD83(HARN) / Mississippi East (ftUS)',
2216,
'projected',
4497,
Null,
4152,
15336,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2813. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2900,
'NAD83(HARN) / Mississippi West (ftUS)',
2217,
'projected',
4497,
Null,
4152,
15337,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2814. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2901,
'NAD83(HARN) / Montana (ft)',
1395,
'projected',
4495,
Null,
4152,
15338,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2818. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2902,
'NAD83(HARN) / New Mexico East (ftUS)',
2228,
'projected',
4497,
Null,
4152,
15339,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2825. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2903,
'NAD83(HARN) / New Mexico Central (ftUS)',
2231,
'projected',
4497,
Null,
4152,
15340,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2826. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2904,
'NAD83(HARN) / New Mexico West (ftUS)',
2232,
'projected',
4497,
Null,
4152,
15341,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2827. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2905,
'NAD83(HARN) / New York East (ftUS)',
2234,
'projected',
4497,
Null,
4152,
15342,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2828. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2906,
'NAD83(HARN) / New York Central (ftUS)',
2233,
'projected',
4497,
Null,
4152,
15343,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2829. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2907,
'NAD83(HARN) / New York West (ftUS)',
2236,
'projected',
4497,
Null,
4152,
15344,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2830. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2908,
'NAD83(HARN) / New York Long Island (ftUS)',
2235,
'projected',
4497,
Null,
4152,
15345,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2831. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2909,
'NAD83(HARN) / North Dakota North (ft)',
2237,
'projected',
4495,
Null,
4152,
15347,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2832. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2910,
'NAD83(HARN) / North Dakota South (ft)',
2238,
'projected',
4495,
Null,
4152,
15348,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2833. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2911,
'NAD83(HARN) / Oklahoma North (ftUS)',
2241,
'projected',
4497,
Null,
4152,
15349,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2836. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2912,
'NAD83(HARN) / Oklahoma South (ftUS)',
2242,
'projected',
4497,
Null,
4152,
15350,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2837. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2913,
'NAD83(HARN) / Oregon North (ft)',
2243,
'projected',
4495,
Null,
4152,
15351,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2838. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2914,
'NAD83(HARN) / Oregon South (ft)',
2244,
'projected',
4495,
Null,
4152,
15352,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2839. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2915,
'NAD83(HARN) / Tennessee (ftUS)',
1411,
'projected',
4497,
Null,
4152,
15356,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2843. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2916,
'NAD83(HARN) / Texas North (ftUS)',
2253,
'projected',
4497,
Null,
4152,
15357,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2844. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2917,
'NAD83(HARN) / Texas North Central (ftUS)',
2254,
'projected',
4497,
Null,
4152,
15358,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2845. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2918,
'NAD83(HARN) / Texas Central (ftUS)',
2252,
'projected',
4497,
Null,
4152,
15359,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2846. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2919,
'NAD83(HARN) / Texas South Central (ftUS)',
2527,
'projected',
4497,
Null,
4152,
15360,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2847. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.392 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2920,
'NAD83(HARN) / Texas South (ftUS)',
2528,
'projected',
4497,
Null,
4152,
15361,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2848. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Not applicable to offshore areas. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.392 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2921,
'NAD83(HARN) / Utah North (ft)',
2258,
'projected',
4495,
Null,
4152,
15362,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2922,
'NAD83(HARN) / Utah Central (ft)',
2257,
'projected',
4495,
Null,
4152,
15363,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2923,
'NAD83(HARN) / Utah South (ft)',
2259,
'projected',
4495,
Null,
4152,
15364,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.905 2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2924,
'NAD83(HARN) / Virginia North (ftUS)',
2260,
'projected',
4497,
Null,
4152,
15365,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2853. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2925,
'NAD83(HARN) / Virginia South (ftUS)',
2261,
'projected',
4497,
Null,
4152,
15366,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2854. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2926,
'NAD83(HARN) / Washington North (ftUS)',
2273,
'projected',
4497,
Null,
4152,
15367,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2855. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2927,
'NAD83(HARN) / Washington South (ftUS)',
2274,
'projected',
4497,
Null,
4152,
15368,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2856. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2928,
'NAD83(HARN) / Wisconsin North (ftUS)',
2267,
'projected',
4497,
Null,
4152,
15369,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2859. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2929,
'NAD83(HARN) / Wisconsin Central (ftUS)',
2266,
'projected',
4497,
Null,
4152,
15370,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2860. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2930,
'NAD83(HARN) / Wisconsin South (ftUS)',
2268,
'projected',
4497,
Null,
4152,
15371,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2861. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2002.771 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2931,
'Beduaram / TM 13 NE',
2771,
'projected',
4499,
Null,
4213,
16413,
Null,
Null,
'Oil exploration.',
'Used by Elf in 1986.',
'TotalFinaElf',
'OGP',
TO_DATE('2003-08-30'),
'2003.280',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2932,
'QND95 / Qatar National Grid',
1346,
'projected',
4400,
Null,
4614,
19919,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2933,
'Segara / UTM zone 50S',
1328,
'projected',
4400,
Null,
4613,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2934,
'Segara (Jakarta) / NEIEZ',
1360,
'projected',
4499,
Null,
4820,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2935,
'Pulkovo 1942 / CS63 zone A1',
2772,
'projected',
4530,
Null,
4284,
18441,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2936,
'Pulkovo 1942 / CS63 zone A2',
2773,
'projected',
4530,
Null,
4284,
18442,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2937,
'Pulkovo 1942 / CS63 zone A3',
2774,
'projected',
4530,
Null,
4284,
18443,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2938,
'Pulkovo 1942 / CS63 zone A4',
2775,
'projected',
4530,
Null,
4284,
18444,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2939,
'Pulkovo 1942 / CS63 zone K2',
2776,
'projected',
4530,
Null,
4284,
18446,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2940,
'Pulkovo 1942 / CS63 zone K3',
2777,
'projected',
4530,
Null,
4284,
18447,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2941,
'Pulkovo 1942 / CS63 zone K4',
2778,
'projected',
4530,
Null,
4284,
18448,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2942,
'Porto Santo / UTM zone 28N',
1314,
'projected',
4400,
Null,
4615,
16028,
Null,
Null,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2005-05-27'),
'2003.231 2003.232 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2943,
'Selvagem Grande / UTM zone 28N',
2779,
'projected',
4400,
Null,
4616,
16028,
Null,
Null,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'2003.232',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2944,
'NAD83(CSRS) / SCoPQ zone 2',
1420,
'projected',
4499,
Null,
4617,
17700,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2945,
'NAD83(CSRS) / MTM zone 3',
1421,
'projected',
4496,
Null,
4617,
17703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 3" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2946,
'NAD83(CSRS) / MTM zone 4',
1422,
'projected',
4496,
Null,
4617,
17704,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 4" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2947,
'NAD83(CSRS) / MTM zone 5',
1423,
'projected',
4496,
Null,
4617,
17705,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 5" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2948,
'NAD83(CSRS) / MTM zone 6',
1424,
'projected',
4496,
Null,
4617,
17706,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 6" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2949,
'NAD83(CSRS) / MTM zone 7',
1425,
'projected',
4496,
Null,
4617,
17707,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 7" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2950,
'NAD83(CSRS) / MTM zone 8',
1426,
'projected',
4496,
Null,
4617,
17708,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 8" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2951,
'NAD83(CSRS) / MTM zone 9',
1427,
'projected',
4496,
Null,
4617,
17709,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 9" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2952,
'NAD83(CSRS) / MTM zone 10',
1428,
'projected',
4496,
Null,
4617,
17710,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83(CSRS) / SCoPQ zone 10" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('2008-02-08'),
'2008.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2953,
'NAD83(CSRS) / New Brunswick Stereographic',
1447,
'projected',
4500,
Null,
4617,
19946,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2954,
'NAD83(CSRS) / Prince Edward Isl. Stereographic (NAD83)',
1533,
'projected',
4496,
Null,
4617,
19960,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'PEI Department of Transportation \& Public Works',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2955,
'NAD83(CSRS) / UTM zone 11N',
3528,
'projected',
4400,
Null,
4617,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2956,
'NAD83(CSRS) / UTM zone 12N',
3527,
'projected',
4400,
Null,
4617,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2957,
'NAD83(CSRS) / UTM zone 13N',
3526,
'projected',
4400,
Null,
4617,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2958,
'NAD83(CSRS) / UTM zone 17N',
3416,
'projected',
4400,
Null,
4617,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'2006.462',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2959,
'NAD83(CSRS) / UTM zone 18N',
3417,
'projected',
4400,
Null,
4617,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'2006.462',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2960,
'NAD83(CSRS) / UTM zone 19N',
3524,
'projected',
4400,
Null,
4617,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2961,
'NAD83(CSRS) / UTM zone 20N',
3525,
'projected',
4400,
Null,
4617,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 1999.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2962,
'NAD83(CSRS) / UTM zone 21N',
2151,
'projected',
4400,
Null,
4617,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In use from 2000.',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'2006.461',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2963,
'Lisbon 1890 (Lisbon) / Portugal Bonne',
1294,
'projected',
6509,
Null,
4904,
19979,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by definition using Greenwich meridian, CRS code 5017.',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2010-03-31'),
'2003.232 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2964,
'NAD27 / Alaska Albers',
1330,
'projected',
4497,
Null,
4267,
15020,
Null,
Null,
'Small scale mapping and state planning.',
'',
'Various industry sources.',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2965,
'NAD83 / Indiana East (ftUS)',
2196,
'projected',
4497,
Null,
4269,
15372,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26973. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2002-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2966,
'NAD83 / Indiana West (ftUS)',
2197,
'projected',
4497,
Null,
4269,
15373,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26974. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2002-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2967,
'NAD83(HARN) / Indiana East (ftUS)',
2196,
'projected',
4497,
Null,
4152,
15372,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2792. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2968,
'NAD83(HARN) / Indiana West (ftUS)',
2197,
'projected',
4497,
Null,
4152,
15373,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2793. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2969,
'Fort Marigot / UTM zone 20N',
2828,
'projected',
4400,
Null,
4621,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RRAF 1991 / UTM zone 20N (CRS code 4559).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2970,
'Guadeloupe 1948 / UTM zone 20N',
2829,
'projected',
4400,
Null,
4622,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RRAF 1991 / UTM zone 20N (CRS code 4559).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2004.561 2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2971,
'CSG67 / UTM zone 22N',
3144,
'projected',
4400,
Null,
4623,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGFG95 / UTM zone 22N (CRS code 2972).',
'IGN Paris',
'OGP',
TO_DATE('2005-04-24'),
'2004.562',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2972,
'RGFG95 / UTM zone 22N',
3144,
'projected',
4400,
Null,
4624,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces CSG67 / UTM zone 22N (CRS code 2971).',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2973,
'Martinique 1938 / UTM zone 20N',
3276,
'projected',
4400,
Null,
4625,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RRAF 1991 / UTM zone 20N (CRS code 4559).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2004.561 2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2975,
'RGR92 / UTM zone 40S',
1196,
'projected',
4400,
Null,
4627,
16140,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Piton des Neiges / TM Reunion (CRS code 2990)',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2976,
'Tahiti 52 / UTM zone 6S',
2811,
'projected',
4400,
Null,
4628,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Tahiti 79 / UTM zone 6S (CRS code 3304) in Tahiti and Moorea 87 / UTM zone 6S (code 3305) in Moorea.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2977,
'Tahaa 54 / UTM zone 5S',
2812,
'projected',
4400,
Null,
4629,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGPF / UTM zone 5S, CRS code 3296.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2978,
'IGN72 Nuku Hiva / UTM zone 7S',
3129,
'projected',
4400,
Null,
4630,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGPF / UTM zone 7S, CRS code 3298.',
'IGN Paris',
'OGP',
TO_DATE('2005-08-12'),
'2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2979,
'K0 1949 / UTM zone 42S',
2816,
'projected',
4400,
Null,
4631,
16142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2980,
'Combani 1950 / UTM zone 38S',
3340,
'projected',
4400,
Null,
4632,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Cadastre 1997 / UTM zone 38S (CRS code 4474) for cadastral purposes only and by RGM04 / UTM zone 38S (CRS code 4471) for all other purposes.',
'IGN Paris',
'OGP',
TO_DATE('2009-10-29'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2981,
'IGN56 Lifou / UTM zone 58S',
2814,
'projected',
4400,
Null,
4633,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2982,
'IGN72 Grand Terre / UTM zone 58S',
2822,
'projected',
4400,
Null,
4634,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2983,
'ST87 Ouvea / UTM zone 58S',
2813,
'projected',
4400,
Null,
4635,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by RGNC 1991 / Lambert Caledonie (CRS code 2984).',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2984,
'RGNC 1991 / Lambert New Caledonia',
1174,
'projected',
4499,
Null,
4645,
19981,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2983,2995-98,3060)',
'IGN Paris',
'OGP',
TO_DATE('2003-08-14'),
'2003.240',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2985,
'Petrels 1972 / Terre Adelie Polar Stereographic',
2817,
'projected',
1025,
Null,
4636,
19983,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2003.220 2009.034',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2986,
'Perroud 1950 / Terre Adelie Polar Stereographic',
2818,
'projected',
1025,
Null,
4637,
19983,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2009.034',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2987,
'Saint Pierre et Miquelon 1950 / UTM zone 21N',
1220,
'projected',
4400,
Null,
4638,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGSPM06 / UTM zone 21N (CRS code 4467).',
'IGN Paris',
'OGP',
TO_DATE('2009-10-29'),
'2006.060 2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2988,
'MOP78 / UTM zone 1S',
2815,
'projected',
4400,
Null,
4639,
16101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2989,
'RRAF 1991 / UTM zone 20N',
2824,
'projected',
4400,
Null,
4640,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Sainte Anne / UTM zone 20N and Fort Marigot / UTM zone 20N (CRS codes 2969-70) in Guadeloupe and Fort Desaix / UTM zone 20N (CRS code 2973) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2990,
'Reunion 1947 / TM Reunion',
3337,
'projected',
4499,
Null,
4626,
19982,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Superseded by RGR92 / UTM zone 40S (CRS code 2975).',
'IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'2004.561',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2991,
'NAD83 / Oregon Lambert',
1406,
'projected',
4499,
Null,
4269,
13633,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). See code 2992 for non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Oregon Lambert (code 2993).',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2002-12-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2992,
'NAD83 / Oregon Lambert (ft)',
1406,
'projected',
4495,
Null,
4269,
15374,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). See code 2991 for metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Oregon Lambert (ft) (code 2994).',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2002-12-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2993,
'NAD83(HARN) / Oregon Lambert',
1406,
'projected',
4499,
Null,
4152,
13633,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). See code 2994 for non-metric definition. Replaces NAD83 / Oregon Lambert for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2994,
'NAD83(HARN) / Oregon Lambert (ft)',
1406,
'projected',
4495,
Null,
4152,
15374,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). See code 2993 for metric definition. Replaces NAD83 / Oregon Lambert (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2995,
'IGN53 Mare / UTM zone 58S',
3434,
'projected',
4400,
Null,
4641,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2996,
'ST84 Ile des Pins / UTM zone 58S',
2820,
'projected',
4400,
Null,
4642,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2997,
'ST71 Belep / UTM zone 58S',
2821,
'projected',
4400,
Null,
4643,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'IGN Paris',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2998,
'NEA74 Noumea / UTM zone 58S',
2823,
'projected',
4400,
Null,
4644,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'IGN Paris',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 2999,
'Grand Comoros / UTM zone 38S',
2807,
'projected',
4400,
Null,
4646,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3000,
'Segara / NEIEZ',
1360,
'projected',
4499,
Null,
4613,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2003-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3001,
'Batavia / NEIEZ',
1285,
'projected',
4499,
Null,
4211,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2003-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3002,
'Makassar / NEIEZ',
1316,
'projected',
4499,
Null,
4257,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2003-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3003,
'Monte Mario / Italy zone 1',
1718,
'projected',
4499,
Null,
4265,
18121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2005-05-27'),
'2004.070 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3004,
'Monte Mario / Italy zone 2',
1719,
'projected',
4499,
Null,
4265,
18122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2005-05-27'),
'2004.070 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3005,
'NAD83 / BC Albers',
2832,
'projected',
4400,
Null,
4269,
19984,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'This CRS name may sometimes be used as an alias for NAD83(CSRS) / BC Albers. See CRS code 3153',
'Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html',
'OGP',
TO_DATE('2006-07-30'),
'2006.461',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3006,
'SWEREF99 TM',
1225,
'projected',
4500,
Null,
4619,
17333,
Null,
Null,
'Medium and small scale topographic mapping.',
'From 2003 replaces RT90 2.5 gon V (CRS code 3021). For large scale applications see CRS codes 3007-18.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3007,
'SWEREF99 12 00',
2833,
'projected',
4500,
Null,
4619,
17321,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3008,
'SWEREF99 13 30',
2834,
'projected',
4500,
Null,
4619,
17322,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3009,
'SWEREF99 15 00',
2835,
'projected',
4500,
Null,
4619,
17323,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3010,
'SWEREF99 16 30',
2836,
'projected',
4500,
Null,
4619,
17324,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3011,
'SWEREF99 18 00',
2837,
'projected',
4500,
Null,
4619,
17325,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3012,
'SWEREF99 14 15',
2838,
'projected',
4500,
Null,
4619,
17326,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3013,
'SWEREF99 15 45',
2839,
'projected',
4500,
Null,
4619,
17327,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3014,
'SWEREF99 17 15',
2840,
'projected',
4500,
Null,
4619,
17328,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3015,
'SWEREF99 18 45',
2841,
'projected',
4500,
Null,
4619,
17329,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3016,
'SWEREF99 20 15',
2842,
'projected',
4500,
Null,
4619,
17330,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3017,
'SWEREF99 21 45',
2843,
'projected',
4500,
Null,
4619,
17331,
Null,
Null,
'Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24). For medium and small scale applications see SWEREF 99 TM (CRS code 3006).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3018,
'SWEREF99 23 15',
2844,
'projected',
4500,
Null,
4619,
17332,
Null,
Null,
'Large scale topographic mapping, engineering and cadastral survey.',
'From 2003 replaces RT90 systems (CRS codes 3019-24).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2005.220 2009.024',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3019,
'RT90 7.5 gon V',
2845,
'projected',
4530,
Null,
4124,
17334,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaces RT38 7.5 gon V (CRS code 3025) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3020,
'RT90 5 gon V',
2846,
'projected',
4530,
Null,
4124,
17335,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaces RT38 5 gon V (CRS code 3026) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3021,
'RT90 2.5 gon V',
2847,
'projected',
4530,
Null,
4124,
19929,
Null,
Null,
'(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'Replaces RT38 2.5 gon V (CRS code 3027) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3006-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-27'),
'2005.180 2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3022,
'RT90 0 gon',
2848,
'projected',
4530,
Null,
4124,
17336,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaces RT38 0 gon (CRS code 3028) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3023,
'RT90 2.5 gon O',
2849,
'projected',
4530,
Null,
4124,
17337,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaces RT38 2.5 gon O (CRS code 3029) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3024,
'RT90 5 gon O',
2850,
'projected',
4530,
Null,
4124,
17338,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaces RT38 5 gon O (CRS code 3030) from 1990. From 2003 replaced by SWEREF systems (CRS codes 3007-3018).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3025,
'RT38 7.5 gon V',
2845,
'projected',
4530,
Null,
4308,
17334,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaced by RT90 7.5 gon V (CRS code 3019).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3026,
'RT38 5 gon V',
2846,
'projected',
4530,
Null,
4308,
17335,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaced by RT90 5 gon V (CRS code 3020).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3027,
'RT38 2.5 gon V',
2847,
'projected',
4530,
Null,
4308,
19929,
Null,
Null,
'(i) Medium and small scale mapping. (ii) Large scale (1:10,000 and greater) topographic mapping, engineering and cadastral survey.',
'Replaced by RT90 2.5 gon V (CRS code 3021).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3028,
'RT38 0 gon',
2848,
'projected',
4530,
Null,
4308,
17336,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaced by RT90 0 gon (CRS code 3022).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3029,
'RT38 2.5 gon O',
2849,
'projected',
4530,
Null,
4308,
17337,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaced by RT90 2.5 gon O (CRS code 3023).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3030,
'RT38 5 gon O',
2850,
'projected',
4530,
Null,
4308,
17338,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Replaced by RT90 5 gon O (CRS code 3024).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3031,
'WGS 84 / Antarctic Polar Stereographic',
1031,
'projected',
4490,
Null,
4326,
19992,
Null,
Null,
'Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.add.scar.org.',
'OGP',
TO_DATE('2005-04-14'),
'2005.120',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3032,
'WGS 84 / Australian Antarctic Polar Stereographic',
1278,
'projected',
4489,
Null,
4326,
19993,
Null,
Null,
'1: Small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale studies and topographic mapping south of 80 deg S.',
'',
'Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3033,
'WGS 84 / Australian Antarctic Lambert',
2880,
'projected',
4400,
Null,
4326,
19994,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3034,
'ETRS89 / LCC Europe',
1298,
'projected',
4500,
Null,
4258,
19985,
Null,
Null,
'Single CRS for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.',
'ETRS89-TMzn (CRS codes 3038-51) used for conformal mapping at scales larger than 1:500,000. ETRS89-LAEA (CRS code 3035) used for statistical applications at any scale',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3035,
'ETRS89 / LAEA Europe',
1298,
'projected',
4532,
Null,
4258,
19986,
Null,
Null,
'Single CRS for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.',
'ETRS89-LCC (code 3034) or ETRS89-TMzn (codes 3038-51) used for conformal mapping.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3036,
'Moznet / UTM zone 36S',
1540,
'projected',
4400,
Null,
4130,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3037,
'Moznet / UTM zone 37S',
1541,
'projected',
4400,
Null,
4130,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3038,
'ETRS89 / TM26',
2855,
'projected',
4500,
Null,
4258,
16026,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3039,
'ETRS89 / TM27',
2856,
'projected',
4500,
Null,
4258,
16027,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3040,
'ETRS89 / TM28',
2857,
'projected',
4500,
Null,
4258,
16028,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3041,
'ETRS89 / TM29',
2858,
'projected',
4500,
Null,
4258,
16029,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3042,
'ETRS89 / TM30',
2859,
'projected',
4500,
Null,
4258,
16030,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3043,
'ETRS89 / TM31',
2860,
'projected',
4500,
Null,
4258,
16031,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2009.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3044,
'ETRS89 / TM32',
2861,
'projected',
4500,
Null,
4258,
16032,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000. In Mecklenburg-Vorpommern adopted as official system for all purposes from 19/4/2005.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2009.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3045,
'ETRS89 / TM33',
2862,
'projected',
4500,
Null,
4258,
16033,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000. In Mecklenburg-Vorpommern adopted as official system for all purposes from 19/4/2005.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales. In Brandenburg used throughout the whole state including area west of 12degE.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2009.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3046,
'ETRS89 / TM34',
2863,
'projected',
4500,
Null,
4258,
16034,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3047,
'ETRS89 / TM35',
2864,
'projected',
4500,
Null,
4258,
16035,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3048,
'ETRS89 / TM36',
2865,
'projected',
4500,
Null,
4258,
16036,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3049,
'ETRS89 / TM37',
2866,
'projected',
4500,
Null,
4258,
16037,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3050,
'ETRS89 / TM38',
2867,
'projected',
4500,
Null,
4258,
16038,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3051,
'ETRS89 / TM39',
2868,
'projected',
4500,
Null,
4258,
16039,
Null,
Null,
'Zoned CRS covering all Europe. Used for conformal mapping at scales larger than 1:500,000.',
'ETRS89-LCC (CRS code 3034) used for conformal mapping at 1:500,000 and smaller scales. ETRS89-LAEA (CRS code 3035) used for statistical applications at all scales.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.142 2005.180 2005.460 2007.014 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3052,
'Reykjavik 1900 / Lambert 1900',
3262,
'projected',
4491,
Null,
4657,
19987,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by Hjorsey 1955 / Lambert 1955 (CRS code 3053). See ellipsoid remarks.',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3053,
'Hjorsey 1955 / Lambert 1955',
3262,
'projected',
4491,
Null,
4658,
19988,
Null,
Null,
'Engineering survey and small scale mapping.',
'Replaces Reykjavik 1900 / Lambert 1900 (CRS code 3052). Replaced by ISN93 / Lambert 1993 (CRS code 3057).',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3054,
'Hjorsey 1955 / UTM zone 26N',
2851,
'projected',
4400,
Null,
4658,
16026,
Null,
Null,
'1/50,000 scale topographic mapping published between 1955 and 2000.',
'Replaced by ISN93 / Lambert 1993 (CRS code 3057).',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3055,
'Hjorsey 1955 / UTM zone 27N',
2852,
'projected',
4400,
Null,
4658,
16027,
Null,
Null,
'1/50,000 scale topographic mapping published between 1955 and 2000.',
'Replaced by ISN93 / Lambert 1993 (CRS code 3057).',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3056,
'Hjorsey 1955 / UTM zone 28N',
2853,
'projected',
4400,
Null,
4658,
16028,
Null,
Null,
'1/50,000 scale topographic mapping published between 1955 and 2000.',
'Replaced by ISN93 / Lambert 1993 (CRS code 3057).',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3057,
'ISN93 / Lambert 1993',
1120,
'projected',
4499,
Null,
4659,
19989,
Null,
Null,
'Medium and small scale topographic mapping.',
'Replaces Hjorsey 1955 / Lambert 1955 (CRS code 3053).',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3058,
'Helle 1954 / Jan Mayen Grid',
2869,
'projected',
4531,
Null,
4660,
19991,
Null,
Null,
'Topographic mapping.',
'',
'Statens kartverk',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3059,
'LKS92 / Latvia TM',
1139,
'projected',
4530,
Null,
4661,
19990,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'LKS92 / TM Baltic (CRS code 25884) used for medium and small scale applications.',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3060,
'IGN72 Grande Terre / UTM zone 58S',
2822,
'projected',
4400,
Null,
4662,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3061,
'Porto Santo 1995 / UTM zone 28N',
1314,
'projected',
4400,
Null,
4663,
16028,
Null,
Null,
'Topographic mapping.',
'Replaced by PTRA08 / UTM zone 28N (CRS code 5016).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3062,
'Azores Oriental 1995 / UTM zone 26N',
1345,
'projected',
4400,
Null,
4664,
16026,
Null,
Null,
'Topographic mapping.',
'Replaced by PTRA08 / UTM zone 26N (CRS code 5015).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3063,
'Azores Central 1995 / UTM zone 26N',
1301,
'projected',
4400,
Null,
4665,
16026,
Null,
Null,
'Topographic mapping.',
'Replaced by PTRA08 / UTM zone 26N (CRS code 5015).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3064,
'IGM95 / UTM zone 32N',
1718,
'projected',
4400,
Null,
4670,
16032,
Null,
Null,
'Scientific study.',
'',
'ENI',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3065,
'IGM95 / UTM zone 33N',
1719,
'projected',
4400,
Null,
4670,
16033,
Null,
Null,
'Scientific study.',
'',
'ENI',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3066,
'ED50 / Jordan TM',
1130,
'projected',
4400,
Null,
4230,
19995,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Information has not been confirmed by National Mapping Agency.',
'Various industry sources',
'OGP',
TO_DATE('2004-01-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3067,
'ETRS89 / ETRS-TM35FIN',
1095,
'projected',
4400,
Null,
4258,
16065,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Identical to ETRS89 / UTM zone 35N (code 25835) except for area of use.',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3068,
'DHDN / Soldner Berlin',
2898,
'projected',
4531,
Null,
4314,
19996,
Null,
Null,
'Large scale topographic and statistical mapping, cadastral and engineering survey.',
'',
'Berlin state statistical office. Also at http://www.kulturbuch-verlag.de/online/brv/D0026/F01293.pdf',
'OGP',
TO_DATE('2004-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3069,
'NAD27 / Wisconsin Transverse Mercator',
1418,
'projected',
4499,
Null,
4267,
14811,
Null,
Null,
'State-wide applications requiring a single system.',
'Designed as a single zone for the whole state. Replaced by NAD83 / Wisconsin Transverse Mercator (CRS code 3070).',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2004-04-23'),
'2005.170',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3070,
'NAD83 / Wisconsin Transverse Mercator',
1418,
'projected',
4499,
Null,
4269,
14841,
Null,
Null,
'State-wide applications requiring a single system.',
'Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Wisconsin Transverse Mercator.',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2004-04-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3071,
'NAD83(HARN) / Wisconsin Transverse Mercator',
1418,
'projected',
4499,
Null,
4152,
14841,
Null,
Null,
'State-wide applications requiring a single system.',
'Designed as a single zone for the whole state. Replaces NAD83 / Wisconsin Transverse Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Wisconsin Transverse Mercator.',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3072,
'NAD83 / Maine CS2000 East',
2960,
'projected',
4499,
Null,
4269,
11851,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2006.720 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3073,
'NAD83 / Maine CS2000 Central',
2959,
'projected',
4499,
Null,
4269,
11852,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes CS27 and SPCS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2006-08-10'),
'2006.720',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3074,
'NAD83 / Maine CS2000 West',
2958,
'projected',
4499,
Null,
4269,
11853,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2006.720 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3075,
'NAD83(HARN) / Maine CS2000 East',
2960,
'projected',
4499,
Null,
4152,
11851,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2006.720 2006.903 2007.031 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3076,
'NAD83(HARN) / Maine CS2000 Central',
2959,
'projected',
4499,
Null,
4152,
11852,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Supersedes CS27 and SPCS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2007-04-20'),
'2006.720 2007.031',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3077,
'NAD83(HARN) / Maine CS2000 West',
2958,
'projected',
4499,
Null,
4152,
11853,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2006.720 2006.903 2007.031 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3078,
'NAD83 / Michigan Oblique Mercator',
1391,
'projected',
4499,
Null,
4269,
12150,
Null,
Null,
'Used for spatial data presentation for whole state.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Michigan Oblique Mercator.',
'Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3079,
'NAD83(HARN) / Michigan Oblique Mercator',
1391,
'projected',
4499,
Null,
4152,
12150,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaces NAD83 / Michigan Oblique Mercator for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Michigan Oblique Mercator.',
'Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3080,
'NAD27 / Shackleford',
1412,
'projected',
4495,
Null,
4267,
14252,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaced by NAD83 / TSMS. Care: survey data in Texas uses the US survey foot, not the International foot used by this system.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3081,
'NAD83 / Texas State Mapping System',
1412,
'projected',
4499,
Null,
4269,
14251,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaces NAD27 / Shackleford. From 2001 replaced by NAD83 / Texas Centric Mapping System (TCMS/LC and TCMS/AEA).',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2006-08-24'),
'2006.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3082,
'NAD83 / Texas Centric Lambert Conformal',
1412,
'projected',
4499,
Null,
4269,
14253,
Null,
Null,
'Used for state-wide spatial data presentation requiring shape preservation.',
'For state-wide spatial data presentation requiring true area measurements use TCMS/AEA. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Lambert Conformal.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2006-08-24'),
'2006.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3083,
'NAD83 / Texas Centric Albers Equal Area',
1412,
'projected',
4499,
Null,
4269,
14254,
Null,
Null,
'Used for state-wide spatial data presentation requiring true area measurements.',
'For state-wide spatial data presentation requiring shape preservation use TCMS/LC. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Texas Centric Albers Equal Area.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2006-08-24'),
'2006.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3084,
'NAD83(HARN) / Texas Centric Lambert Conformal',
1412,
'projected',
4499,
Null,
4152,
14253,
Null,
Null,
'Used for state-wide spatial data presentation requiring shape preservation.',
'For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3085). Replaces NAD83 / Texas Centric Lambert Conformal for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric LC.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2007-04-20'),
'2006.720 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3085,
'NAD83(HARN) / Texas Centric Albers Equal Area',
1412,
'projected',
4499,
Null,
4152,
14254,
Null,
Null,
'Used for state-wide spatial data presentation requiring true area measurements.',
'For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3084). Replaces NAD83 / Texas Centric Albers Equal Area for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Texas Centric AEA.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2007-04-20'),
'2006.720 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3086,
'NAD83 / Florida GDL Albers',
1379,
'projected',
4499,
Null,
4269,
10934,
Null,
Null,
'Used for spatial data presentation for whole state.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Florida GDL Albers.',
'Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj',
'OGP',
TO_DATE('2004-08-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3087,
'NAD83(HARN) / Florida GDL Albers',
1379,
'projected',
4499,
Null,
4152,
10934,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaces NAD83 / Florida GDL Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Florida GDL Albers.',
'Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3088,
'NAD83 / Kentucky Single Zone',
1386,
'projected',
4499,
Null,
4269,
11630,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines system in US survey feet. See code 3089 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Kentucky (m) (code 3090).',
'National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2004-08-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3089,
'NAD83 / Kentucky Single Zone (ftUS)',
1386,
'projected',
4497,
Null,
4269,
15375,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines system in US survey feet. See code 3088 for equivalent metric definition. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / Kentucky (ftUS) (code 3091).',
'National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2004-08-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3090,
'NAD83(HARN) / Kentucky Single Zone',
1386,
'projected',
4499,
Null,
4152,
11630,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines system in US survey feet. See code 3091 for equivalent non-metric definition. Replaces NAD83 / KY1Z for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / KY1Z.',
'National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3091,
'NAD83(HARN) / Kentucky Single Zone (ftUS)',
1386,
'projected',
4497,
Null,
4152,
15375,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines system in US survey feet. See code 3090 for equivalent metric definition. Replaces NAD83 / KY1Z (ft) for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / KY1Z(ft).',
'National Geodetic Survey (private communication) and Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3092,
'Tokyo / UTM zone 51N',
2951,
'projected',
4400,
Null,
4301,
16051,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by JGD2000 / UTM zone 51N (code 3182).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3093,
'Tokyo / UTM zone 52N',
2952,
'projected',
4400,
Null,
4301,
16052,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by JGD2000 / UTM zone 52N (code 3183).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3094,
'Tokyo / UTM zone 53N',
2953,
'projected',
4400,
Null,
4301,
16053,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by JGD2000 / UTM zone 53N (code 3184).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3095,
'Tokyo / UTM zone 54N',
2954,
'projected',
4400,
Null,
4301,
16054,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by JGD2000 / UTM zone 54N (code 3185).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3096,
'Tokyo / UTM zone 55N',
2955,
'projected',
4400,
Null,
4301,
16055,
Null,
Null,
'Medium scale topographic mapping.',
'Replaced by JGD2000 / UTM zone 55N (code 3186).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3097,
'JGD2000 / UTM zone 51N',
2951,
'projected',
4400,
Null,
4612,
16051,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces Tokyo / UTM zone 51N (code 3177).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3098,
'JGD2000 / UTM zone 52N',
2952,
'projected',
4400,
Null,
4612,
16052,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces Tokyo / UTM zone 52N (code 3178).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3099,
'JGD2000 / UTM zone 53N',
2953,
'projected',
4400,
Null,
4612,
16053,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces Tokyo / UTM zone 53N (code 3179).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3100,
'JGD2000 / UTM zone 54N',
2954,
'projected',
4400,
Null,
4612,
16054,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces Tokyo / UTM zone 54N (code 3180).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3101,
'JGD2000 / UTM zone 55N',
2955,
'projected',
4400,
Null,
4612,
16055,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces Tokyo / UTM zone 55N (code 3181).',
'Geographic Survey Institute; Japan.',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3102,
'American Samoa 1962 / American Samoa Lambert',
3109,
'projected',
4497,
Null,
4169,
15376,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD83(HARN) / UTM zone 2S (projCRS 2195) as of mid-2000.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2005-05-21'),
'2005.230',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3103,
'Mauritania 1999 / UTM zone 28N',
2971,
'projected',
4400,
Null,
4681,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'CARE! This CRS under investigation - may be in error.',
'Department for the Mining Cadastre.',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3104,
'Mauritania 1999 / UTM zone 29N',
2970,
'projected',
4400,
Null,
4681,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'CARE! This CRS under investigation - may be in error.',
'Department for the Mining Cadastre.',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3105,
'Mauritania 1999 / UTM zone 30N',
2969,
'projected',
4400,
Null,
4681,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'CARE! This CRS under investigation - may be in error.',
'Department for the Mining Cadastre.',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3106,
'Gulshan 303 / Bangladesh Transverse Mercator',
1041,
'projected',
4400,
Null,
4682,
16490,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Survey of Bangladesh via IGN Paris and Tullow Oil.',
'OGP',
TO_DATE('2006-06-22'),
'2006.470',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3107,
'GDA94 / SA Lambert',
2986,
'projected',
4400,
Null,
4283,
17359,
Null,
Null,
'Natural Resources mapping of whole State.',
'',
'South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html',
'OGP',
TO_DATE('2004-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3108,
'ETRS89 / Guernsey Grid',
2989,
'projected',
4400,
Null,
4258,
19998,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced ED50 / UTM zone 30N with effect from 1996.',
'States of Guernsey and Digimap Ltd, Guernsey.',
'OGP',
TO_DATE('2004-11-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3109,
'ETRS89 / Jersey Transverse Mercator',
2988,
'projected',
4400,
Null,
4258,
19999,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Effective from January 1st 2005.',
'Jersey Planning \& Environment Department.',
'OGP',
TO_DATE('2004-11-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3110,
'AGD66 / Vicgrid66',
2285,
'projected',
4400,
Null,
4202,
17360,
Null,
Null,
'Natural Resources mapping of whole State.',
'May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaced by Vicgrid94 (CRS code 3111) with effect from 2nd February 2000.',
'Victoria Land Registry; http://www.land.vic.gov.au',
'OGP',
TO_DATE('2005-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3111,
'GDA94 / Vicgrid94',
2285,
'projected',
4400,
Null,
4283,
17361,
Null,
Null,
'Natural Resources mapping of whole State.',
'May also be used to display Victoria, New South Wales, Tasmania and South Australia as a single entity. Replaces Vicgrid66 (CRS code 3110) with effect from 2nd February 2000.',
'Victoria Land Registry; http://www.land.vic.gov.au',
'OGP',
TO_DATE('2005-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3112,
'GDA94 / Geoscience Australia Lambert',
2575,
'projected',
4400,
Null,
4283,
17362,
Null,
Null,
'Australia-wide geoscience mapping.',
'See also WGS 84 / ACRESLC (CRS code 4462).',
'Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php',
'OGP',
TO_DATE('2009-11-12'),
'2009.069',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3113,
'GDA94 / BCSG02',
2990,
'projected',
4400,
Null,
4283,
17363,
Null,
Null,
'Engineering survey projects and consequent design and construction',
'',
'Brisbane City Council',
'OGP',
TO_DATE('2005-02-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3114,
'MAGNA-SIRGAS / Colombia Far West zone',
3091,
'projected',
4500,
Null,
4686,
18055,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Bogota 1975 / Colombia West zone (CRS code 21891).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia".',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3115,
'MAGNA-SIRGAS / Colombia West zone',
3090,
'projected',
4500,
Null,
4686,
18056,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Bogota 1975 / Colombia West zone (CRS code 21891).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia".',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3116,
'MAGNA-SIRGAS / Colombia Bogota zone',
1599,
'projected',
4500,
Null,
4686,
18057,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey. Also used for small scale mappig of whole country.',
'Replaces Bogota 1975 / Colombia Bogota zone (CRS code 21892).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3117,
'MAGNA-SIRGAS / Colombia East Central zone',
1600,
'projected',
4500,
Null,
4686,
18058,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Bogota 1975 / Colombia East Central zone (CRS code 21893).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia".',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3118,
'MAGNA-SIRGAS / Colombia East zone',
1601,
'projected',
4500,
Null,
4686,
18059,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Bogota 1975 / Colombia East zone (CRS code 21894).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia".',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3119,
'Douala 1948 / AEF west',
2555,
'projected',
4400,
Null,
4192,
18415,
Null,
Null,
'Medium and small scale topographic mapping and engineering survey.',
'Replaced by Manoca 1962 / UTM zone 32N (code 2215).',
'',
'OGP',
TO_DATE('2005-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3120,
'Pulkovo 1942(58) / Poland zone I',
1515,
'projected',
4530,
Null,
4179,
18280,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'To be phased out after 2009. Replaced by ETRS89 / Poland CS2000 zones 7 and 8 (codes 2178-79).',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-10-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3121,
'PRS92 / Philippines zone 1',
1698,
'projected',
4499,
Null,
4683,
18171,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Luzon 1911 / Philippines zone I (CRS code 25391).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3122,
'PRS92 / Philippines zone 2',
1699,
'projected',
4499,
Null,
4683,
18172,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Luzon 1911 / Philippines zone II (CRS code 25392).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3123,
'PRS92 / Philippines zone 3',
1700,
'projected',
4499,
Null,
4683,
18173,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Luzon 1911 / Philippines zone III (CRS code 25393).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2008-06-24'),
'2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3124,
'PRS92 / Philippines zone 4',
1701,
'projected',
4499,
Null,
4683,
18174,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Luzon 1911 / Philippines zone IV (CRS code 25394).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3125,
'PRS92 / Philippines zone 5',
1702,
'projected',
4499,
Null,
4683,
18175,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Luzon 1911 / Philippines zone V (CRS code 25395).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3126,
'ETRS89 / ETRS-GK19FIN',
3092,
'projected',
4500,
Null,
4258,
18183,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3127,
'ETRS89 / ETRS-GK20FIN',
3093,
'projected',
4500,
Null,
4258,
18184,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3128,
'ETRS89 / ETRS-GK21FIN',
3094,
'projected',
4500,
Null,
4258,
18185,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3129,
'ETRS89 / ETRS-GK22FIN',
3095,
'projected',
4500,
Null,
4258,
18186,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3130,
'ETRS89 / ETRS-GK23FIN',
3096,
'projected',
4500,
Null,
4258,
18187,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3131,
'ETRS89 / ETRS-GK24FIN',
3097,
'projected',
4500,
Null,
4258,
18188,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3132,
'ETRS89 / ETRS-GK25FIN',
3098,
'projected',
4500,
Null,
4258,
18189,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3133,
'ETRS89 / ETRS-GK26FIN',
3099,
'projected',
4500,
Null,
4258,
18190,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3134,
'ETRS89 / ETRS-GK27FIN',
3100,
'projected',
4500,
Null,
4258,
18195,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3135,
'ETRS89 / ETRS-GK28FIN',
3101,
'projected',
4500,
Null,
4258,
18196,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3136,
'ETRS89 / ETRS-GK29FIN',
3102,
'projected',
4500,
Null,
4258,
18197,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3137,
'ETRS89 / ETRS-GK30FIN',
3103,
'projected',
4500,
Null,
4258,
18198,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3138,
'ETRS89 / ETRS-GK31FIN',
3104,
'projected',
4500,
Null,
4258,
18199,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey. (For medium scale mapping and country-wide work use ETRS89 / ETRS-TM35FIN, code 3067).',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3139,
'Vanua Levu 1915 / Vanua Levu Grid',
3401,
'projected',
4533,
Null,
4748,
19878,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey.',
'For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2007-02-06'),
'2007.017',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3140,
'Viti Levu 1912 / Viti Levu Grid',
3195,
'projected',
4533,
Null,
4752,
19879,
Null,
Null,
'Large topographic mapping, cadastral and engineering survey.',
'For topographic mapping, replaced by Fiji 1956 / UTM (CRS codes 3141-42). For other purposes, replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2007-02-06'),
'2007.017',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3141,
'Fiji 1956 / UTM zone 60S',
3399,
'projected',
4400,
Null,
4721,
16160,
Null,
Null,
'Topographic mapping.',
'For topographic mapping, replaces Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2007-02-06'),
'2007.017',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3142,
'Fiji 1956 / UTM zone 1S',
3400,
'projected',
4400,
Null,
4721,
16101,
Null,
Null,
'Topographic mapping.',
'For topographic mapping, replaces Viti Levu / Viti Levu Grid (CRS code 3139) and Vanua Levu / Vanua Levu Grid (CRS code 3140). Replaced by Fiji 1986 / Fiji Map Grid (CRS code 3460).',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2007-02-06'),
'2007.017',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3143,
'Fiji 1986 / Fiji Map Grid',
1094,
'projected',
4400,
Null,
4720,
19880,
Null,
Null,
'Topographic mapping, cadastral and engineering survey.',
'Supersedes Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3144,
'FD54 / Faroe Lambert',
3248,
'projected',
4501,
Null,
4741,
19870,
Null,
Null,
'Cadastral survey.',
'Replaced by fk89 (CRS code 3173).',
'KMS',
'OGP',
TO_DATE('2006-08-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3145,
'ETRS89 / Faroe Lambert',
3248,
'projected',
4501,
Null,
4258,
19870,
Null,
Null,
'Topographical mapping.',
'Replaces ED50 / UTM zone 29N for topographic mapping. For cadastral survey see fk89 (CRS code 3173).',
'KMS',
'OGP',
TO_DATE('2007-02-02'),
'2007.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3146,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 6',
3403,
'projected',
4530,
Null,
4284,
16266,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 8E (code 3147).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3147,
'Pulkovo 1942 / 3-degree Gauss-Kruger CM 18E',
3403,
'projected',
4530,
Null,
4284,
16366,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3146).',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3148,
'Indian 1960 / UTM zone 48N',
1542,
'projected',
4400,
Null,
4131,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Vietnam replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.',
'',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3149,
'Indian 1960 / UTM zone 49N',
1453,
'projected',
4400,
Null,
4131,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Hanoi 72 / Gauss zone 18 from 1988 onwards.',
'',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3150,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 6',
3403,
'projected',
4530,
Null,
4200,
16266,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E (code 3151).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3151,
'Pulkovo 1995 / 3-degree Gauss-Kruger CM 18E',
3403,
'projected',
4530,
Null,
4200,
16366,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of Pulkovo 1942 / 3-degree Gauss-Kruger zone 6 (code 3150).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3152,
'ST74',
3408,
'projected',
4531,
Null,
4619,
19876,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Simulation of engineering (local) coordinate reference system through a Sweref-related projected CRS. Accuracy better than 0.05m. Replaced by County ST74 (CRS code 3854).',
'Lantmateriet, http://www.lantmateriet.com, SWEPOS pages.',
'OGP',
TO_DATE('2009-02-10'),
'2008.111',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3153,
'NAD83(CSRS) / BC Albers',
2832,
'projected',
4400,
Null,
4617,
19984,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'',
'Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3154,
'NAD83(CSRS) / UTM zone 7N',
3409,
'projected',
4400,
Null,
4617,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3155,
'NAD83(CSRS) / UTM zone 8N',
3410,
'projected',
4400,
Null,
4617,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3156,
'NAD83(CSRS) / UTM zone 9N',
3411,
'projected',
4400,
Null,
4617,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3157,
'NAD83(CSRS) / UTM zone 10N',
3412,
'projected',
4400,
Null,
4617,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3158,
'NAD83(CSRS) / UTM zone 14N',
3413,
'projected',
4400,
Null,
4617,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3159,
'NAD83(CSRS) / UTM zone 15N',
3414,
'projected',
4400,
Null,
4617,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3160,
'NAD83(CSRS) / UTM zone 16N',
3415,
'projected',
4400,
Null,
4617,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3161,
'NAD83 / Ontario MNR Lambert',
1367,
'projected',
4400,
Null,
4269,
19875,
Null,
Null,
'Province-wide environmental mapping.',
'Replaces NAD27 / Ontario MNR Lambert. One of a number of similar projected CRSs used by Ontario MNR.',
'Ontario Ministry of Natural Resources via Conservation Ontario.',
'OGP',
TO_DATE('2008-03-14'),
'2007.075',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3162,
'NAD83(CSRS) / Ontario MNR Lambert',
1367,
'projected',
4400,
Null,
4617,
19875,
Null,
Null,
'Province-wide environmental mapping.',
'One of a number of similar projected CRSs used by Ontario MNR.',
'Ontario Ministry of Natural Resources via Conservation Ontario.',
'OGP',
TO_DATE('2008-03-14'),
'2007.075',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3163,
'RGNC91-93 / Lambert New Caledonia',
3430,
'projected',
4499,
Null,
4749,
19981,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces IGN72 Grande Terre / UTM zone 58S, IGN56 Lifou / UTM zone 58S, ST87 Ouvea / UTM zone 58S, IGN53 Mare / UTM zone 58S, ST84 Ile des Pins / UTM zone 58S, ST71 Belep / UTM zone 58S and NEA74 Noumea / UTM zone 58S (CRS codes 2981,2995-98,3060,3164)',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3164,
'ST87 Ouvea / UTM zone 58S',
2813,
'projected',
4400,
Null,
4750,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3165,
'NEA74 Noumea / Noumea Lambert',
2823,
'projected',
4499,
Null,
4644,
19873,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Gives identical conversion results as NEA74 Noumea / Noumea Lambert 2 (CRS code 3166).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3166,
'NEA74 Noumea / Noumea Lambert 2',
2823,
'projected',
4499,
Null,
4644,
19874,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163). Variant of NEA74 Noumea / Noumea Lambert (CRS code 3166) with defining parameters at integer seconds: gives identical conversion results.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3167,
'Kertau (RSO) / RSO Malaya (ch)',
1690,
'projected',
4410,
Null,
4751,
19871,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See Kertau (RSO) / RSO Malaya (m) (CRS code 3168) for metric equivalent. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3168,
'Kertau (RSO) / RSO Malaya (m)',
1690,
'projected',
4400,
Null,
4751,
19872,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Adopts metric conversion of 0.914398 metres per yard. See Kertau (RSO) / RSO Malaya (ch) (CRS code 3168) for Imperial version. Replaced by GDM2000 / Peninsula RSO (CRS code 3375).',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3169,
'RGNC91-93 / UTM zone 57S',
3431,
'projected',
4400,
Null,
4749,
16157,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3170,
'RGNC91-93 / UTM zone 58S',
3432,
'projected',
4400,
Null,
4749,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3171,
'RGNC91-93 / UTM zone 59S',
3433,
'projected',
4400,
Null,
4749,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used for EEZ mapping. For area of Grande-Terre, Isle de Pins, Belep and Loyalty Islands (Lifou, Mare, Ouvea), use RGNC91-93 / Lambert New Caledonia (CRS code 3163) rather than this system.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3172,
'IGN53 Mare / UTM zone 59S',
3435,
'projected',
4400,
Null,
4641,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGNC91-93 / Lambert Caledonie (CRS code 3163).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3173,
'fk89 / Faroe Lambert FK89',
3248,
'projected',
4501,
Null,
4753,
19877,
Null,
Null,
'Cadastral survey.',
'Replaces FD54 / Faroe Lambert (fk54) (CRS code 3144) for cadastral survey. Positional differences are under 2 metres.',
'KMS',
'OGP',
TO_DATE('2006-08-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3174,
'NAD83 / Great Lakes Albers',
3467,
'projected',
4499,
Null,
4269,
15397,
Null,
Null,
'Basin-wide mapping and analysis.',
'',
'Great Lakes Fisheries Commission',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3175,
'NAD83 / Great Lakes and St Lawrence Albers',
3468,
'projected',
4499,
Null,
4269,
15398,
Null,
Null,
'Basin-wide mapping and analysis.',
'',
'Great Lakes Fisheries Commission',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3176,
'Indian 1960 / TM 106 NE',
1495,
'projected',
4400,
Null,
4131,
16506,
Null,
Null,
'Used by Petrovietnam for offshore block 15.',
'',
'Petrovietnam',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3177,
'LGD2006 / Libya TM',
1143,
'projected',
4499,
Null,
4754,
18319,
Null,
Null,
'Small scale topographic mapping.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3178,
'GR96 / UTM zone 18N',
3449,
'projected',
4400,
Null,
4747,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3179,
'GR96 / UTM zone 19N',
3450,
'projected',
4400,
Null,
4747,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3180,
'GR96 / UTM zone 20N',
3451,
'projected',
4400,
Null,
4747,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3181,
'GR96 / UTM zone 21N',
3452,
'projected',
4400,
Null,
4747,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3182,
'GR96 / UTM zone 22N',
3453,
'projected',
4400,
Null,
4747,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3183,
'GR96 / UTM zone 23N',
3454,
'projected',
4400,
Null,
4747,
16023,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3184,
'GR96 / UTM zone 24N',
3455,
'projected',
4400,
Null,
4747,
16024,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3185,
'GR96 / UTM zone 25N',
3456,
'projected',
4400,
Null,
4747,
16025,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3186,
'GR96 / UTM zone 26N',
3457,
'projected',
4400,
Null,
4747,
16026,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3187,
'GR96 / UTM zone 27N',
3458,
'projected',
4400,
Null,
4747,
16027,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3188,
'GR96 / UTM zone 28N',
3459,
'projected',
4400,
Null,
4747,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3189,
'GR96 / UTM zone 29N',
3460,
'projected',
4400,
Null,
4747,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3190,
'LGD2006 / Libya TM zone 5',
1470,
'projected',
4499,
Null,
4754,
18310,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3191,
'LGD2006 / Libya TM zone 6',
1471,
'projected',
4499,
Null,
4754,
18311,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3192,
'LGD2006 / Libya TM zone 7',
1472,
'projected',
4499,
Null,
4754,
18312,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3193,
'LGD2006 / Libya TM zone 8',
1473,
'projected',
4499,
Null,
4754,
18313,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3194,
'LGD2006 / Libya TM zone 9',
1474,
'projected',
4499,
Null,
4754,
18314,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3195,
'LGD2006 / Libya TM zone 10',
1475,
'projected',
4499,
Null,
4754,
18315,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3196,
'LGD2006 / Libya TM zone 11',
1476,
'projected',
4499,
Null,
4754,
18316,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3197,
'LGD2006 / Libya TM zone 12',
1477,
'projected',
4499,
Null,
4754,
18317,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3198,
'LGD2006 / Libya TM zone 13',
1478,
'projected',
4499,
Null,
4754,
18318,
Null,
Null,
'Large scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3199,
'LGD2006 / UTM zone 32N',
1479,
'projected',
4400,
Null,
4754,
16032,
Null,
Null,
'Medium scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3200,
'FD58 / Iraq zone',
1300,
'projected',
4400,
Null,
4132,
19906,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IOEPC records.',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3201,
'LGD2006 / UTM zone 33N',
1480,
'projected',
4400,
Null,
4754,
16033,
Null,
Null,
'Medium scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3202,
'LGD2006 / UTM zone 34N',
1481,
'projected',
4400,
Null,
4754,
16034,
Null,
Null,
'Medium scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3203,
'LGD2006 / UTM zone 35N',
1478,
'projected',
4400,
Null,
4754,
16035,
Null,
Null,
'Medium scale topographic mapping and engineering survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3204,
'WGS 84 / SCAR IMW SP19-20',
2991,
'projected',
4400,
Null,
4326,
17204,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3205,
'WGS 84 / SCAR IMW SP21-22',
2992,
'projected',
4400,
Null,
4326,
17205,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3206,
'WGS 84 / SCAR IMW SP23-24',
2993,
'projected',
4400,
Null,
4326,
17206,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3207,
'WGS 84 / SCAR IMW SQ01-02',
2994,
'projected',
4400,
Null,
4326,
17207,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3208,
'WGS 84 / SCAR IMW SQ19-20',
2995,
'projected',
4400,
Null,
4326,
17208,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3209,
'WGS 84 / SCAR IMW SQ21-22',
2996,
'projected',
4400,
Null,
4326,
17209,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3210,
'WGS 84 / SCAR IMW SQ37-38',
2997,
'projected',
4400,
Null,
4326,
17210,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3211,
'WGS 84 / SCAR IMW SQ39-40',
2998,
'projected',
4400,
Null,
4326,
17211,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3212,
'WGS 84 / SCAR IMW SQ41-42',
2999,
'projected',
4400,
Null,
4326,
17212,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3213,
'WGS 84 / SCAR IMW SQ43-44',
3000,
'projected',
4400,
Null,
4326,
17213,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3214,
'WGS 84 / SCAR IMW SQ45-46',
3001,
'projected',
4400,
Null,
4326,
17214,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3215,
'WGS 84 / SCAR IMW SQ47-48',
3002,
'projected',
4400,
Null,
4326,
17215,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3216,
'WGS 84 / SCAR IMW SQ49-50',
3003,
'projected',
4400,
Null,
4326,
17216,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
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'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3217,
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'projected',
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Null,
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17217,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
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'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3218,
'WGS 84 / SCAR IMW SQ53-54',
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'projected',
4400,
Null,
4326,
17218,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3219,
'WGS 84 / SCAR IMW SQ55-56',
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'projected',
4400,
Null,
4326,
17219,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3220,
'WGS 84 / SCAR IMW SQ57-58',
3007,
'projected',
4400,
Null,
4326,
17220,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3221,
'WGS 84 / SCAR IMW SR13-14',
3008,
'projected',
4400,
Null,
4326,
17221,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3222,
'WGS 84 / SCAR IMW SR15-16',
3009,
'projected',
4400,
Null,
4326,
17222,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3223,
'WGS 84 / SCAR IMW SR17-18',
3010,
'projected',
4400,
Null,
4326,
17223,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3224,
'WGS 84 / SCAR IMW SR19-20',
3011,
'projected',
4400,
Null,
4326,
17224,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3225,
'WGS 84 / SCAR IMW SR27-28',
3012,
'projected',
4400,
Null,
4326,
17225,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3226,
'WGS 84 / SCAR IMW SR29-30',
3013,
'projected',
4400,
Null,
4326,
17226,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3227,
'WGS 84 / SCAR IMW SR31-32',
3014,
'projected',
4400,
Null,
4326,
17227,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3228,
'WGS 84 / SCAR IMW SR33-34',
3015,
'projected',
4400,
Null,
4326,
17228,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3229,
'WGS 84 / SCAR IMW SR35-36',
3016,
'projected',
4400,
Null,
4326,
17229,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3230,
'WGS 84 / SCAR IMW SR37-38',
3017,
'projected',
4400,
Null,
4326,
17230,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3231,
'WGS 84 / SCAR IMW SR39-40',
3018,
'projected',
4400,
Null,
4326,
17231,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3232,
'WGS 84 / SCAR IMW SR41-42',
3019,
'projected',
4400,
Null,
4326,
17232,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3233,
'WGS 84 / SCAR IMW SR43-44',
3020,
'projected',
4400,
Null,
4326,
17233,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3234,
'WGS 84 / SCAR IMW SR45-46',
3021,
'projected',
4400,
Null,
4326,
17234,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3235,
'WGS 84 / SCAR IMW SR47-48',
3022,
'projected',
4400,
Null,
4326,
17235,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3236,
'WGS 84 / SCAR IMW SR49-50',
3023,
'projected',
4400,
Null,
4326,
17236,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3237,
'WGS 84 / SCAR IMW SR51-52',
3024,
'projected',
4400,
Null,
4326,
17237,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3238,
'WGS 84 / SCAR IMW SR53-54',
3025,
'projected',
4400,
Null,
4326,
17238,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3239,
'WGS 84 / SCAR IMW SR55-56',
3026,
'projected',
4400,
Null,
4326,
17239,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3240,
'WGS 84 / SCAR IMW SR57-58',
3027,
'projected',
4400,
Null,
4326,
17240,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3241,
'WGS 84 / SCAR IMW SR59-60',
3028,
'projected',
4400,
Null,
4326,
17241,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3242,
'WGS 84 / SCAR IMW SS04-06',
3029,
'projected',
4400,
Null,
4326,
17242,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3243,
'WGS 84 / SCAR IMW SS07-09',
3030,
'projected',
4400,
Null,
4326,
17243,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3244,
'WGS 84 / SCAR IMW SS10-12',
3031,
'projected',
4400,
Null,
4326,
17244,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3245,
'WGS 84 / SCAR IMW SS13-15',
3032,
'projected',
4400,
Null,
4326,
17245,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3246,
'WGS 84 / SCAR IMW SS16-18',
3033,
'projected',
4400,
Null,
4326,
17246,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3247,
'WGS 84 / SCAR IMW SS19-21',
3034,
'projected',
4400,
Null,
4326,
17247,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3248,
'WGS 84 / SCAR IMW SS25-27',
3035,
'projected',
4400,
Null,
4326,
17248,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3249,
'WGS 84 / SCAR IMW SS28-30',
3036,
'projected',
4400,
Null,
4326,
17249,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3250,
'WGS 84 / SCAR IMW SS31-33',
3037,
'projected',
4400,
Null,
4326,
17250,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3251,
'WGS 84 / SCAR IMW SS34-36',
3038,
'projected',
4400,
Null,
4326,
17251,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3252,
'WGS 84 / SCAR IMW SS37-39',
3039,
'projected',
4400,
Null,
4326,
17252,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3253,
'WGS 84 / SCAR IMW SS40-42',
3040,
'projected',
4400,
Null,
4326,
17253,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3254,
'WGS 84 / SCAR IMW SS43-45',
3041,
'projected',
4400,
Null,
4326,
17254,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3255,
'WGS 84 / SCAR IMW SS46-48',
3042,
'projected',
4400,
Null,
4326,
17255,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3256,
'WGS 84 / SCAR IMW SS49-51',
3043,
'projected',
4400,
Null,
4326,
17256,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3257,
'WGS 84 / SCAR IMW SS52-54',
3044,
'projected',
4400,
Null,
4326,
17257,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3258,
'WGS 84 / SCAR IMW SS55-57',
3045,
'projected',
4400,
Null,
4326,
17258,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3259,
'WGS 84 / SCAR IMW SS58-60',
3046,
'projected',
4400,
Null,
4326,
17259,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3260,
'WGS 84 / SCAR IMW ST01-04',
3047,
'projected',
4400,
Null,
4326,
17260,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3261,
'WGS 84 / SCAR IMW ST05-08',
3048,
'projected',
4400,
Null,
4326,
17261,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3262,
'WGS 84 / SCAR IMW ST09-12',
3049,
'projected',
4400,
Null,
4326,
17262,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3263,
'WGS 84 / SCAR IMW ST13-16',
3050,
'projected',
4400,
Null,
4326,
17263,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3264,
'WGS 84 / SCAR IMW ST17-20',
3051,
'projected',
4400,
Null,
4326,
17264,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3265,
'WGS 84 / SCAR IMW ST21-24',
3052,
'projected',
4400,
Null,
4326,
17265,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3266,
'WGS 84 / SCAR IMW ST25-28',
3053,
'projected',
4400,
Null,
4326,
17266,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3267,
'WGS 84 / SCAR IMW ST29-32',
3054,
'projected',
4400,
Null,
4326,
17267,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3268,
'WGS 84 / SCAR IMW ST33-36',
3055,
'projected',
4400,
Null,
4326,
17268,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3269,
'WGS 84 / SCAR IMW ST37-40',
3056,
'projected',
4400,
Null,
4326,
17269,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3270,
'WGS 84 / SCAR IMW ST41-44',
3057,
'projected',
4400,
Null,
4326,
17270,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3271,
'WGS 84 / SCAR IMW ST45-48',
3058,
'projected',
4400,
Null,
4326,
17271,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3272,
'WGS 84 / SCAR IMW ST49-52',
3059,
'projected',
4400,
Null,
4326,
17272,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3273,
'WGS 84 / SCAR IMW ST53-56',
3060,
'projected',
4400,
Null,
4326,
17273,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3274,
'WGS 84 / SCAR IMW ST57-60',
3061,
'projected',
4400,
Null,
4326,
17274,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3275,
'WGS 84 / SCAR IMW SU01-05',
3062,
'projected',
4471,
Null,
4326,
17275,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3276,
'WGS 84 / SCAR IMW SU06-10',
3063,
'projected',
4473,
Null,
4326,
17276,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3277,
'WGS 84 / SCAR IMW SU11-15',
3064,
'projected',
4474,
Null,
4326,
17277,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3278,
'WGS 84 / SCAR IMW SU16-20',
3065,
'projected',
4476,
Null,
4326,
17278,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3279,
'WGS 84 / SCAR IMW SU21-25',
3066,
'projected',
4477,
Null,
4326,
17279,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3280,
'WGS 84 / SCAR IMW SU26-30',
3067,
'projected',
4479,
Null,
4326,
17280,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3281,
'WGS 84 / SCAR IMW SU31-35',
3068,
'projected',
4480,
Null,
4326,
17281,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3282,
'WGS 84 / SCAR IMW SU36-40',
3069,
'projected',
4482,
Null,
4326,
17282,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3283,
'WGS 84 / SCAR IMW SU41-45',
3070,
'projected',
4483,
Null,
4326,
17283,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3284,
'WGS 84 / SCAR IMW SU46-50',
3071,
'projected',
4485,
Null,
4326,
17284,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3285,
'WGS 84 / SCAR IMW SU51-55',
3072,
'projected',
4486,
Null,
4326,
17285,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3286,
'WGS 84 / SCAR IMW SU56-60',
3073,
'projected',
4488,
Null,
4326,
17286,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3287,
'WGS 84 / SCAR IMW SV01-10',
3074,
'projected',
4472,
Null,
4326,
17287,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3288,
'WGS 84 / SCAR IMW SV11-20',
3075,
'projected',
4475,
Null,
4326,
17288,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3289,
'WGS 84 / SCAR IMW SV21-30',
3076,
'projected',
4478,
Null,
4326,
17289,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3290,
'WGS 84 / SCAR IMW SV31-40',
3077,
'projected',
4481,
Null,
4326,
17290,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3291,
'WGS 84 / SCAR IMW SV41-50',
3078,
'projected',
4484,
Null,
4326,
17291,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3292,
'WGS 84 / SCAR IMW SV51-60',
3079,
'projected',
4487,
Null,
4326,
17292,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3293,
'WGS 84 / SCAR IMW SW01-60',
3080,
'projected',
4490,
Null,
4326,
17293,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3294,
'WGS 84 / USGS Transantarctic Mountains',
3081,
'projected',
4400,
Null,
4326,
17294,
Null,
Null,
'Medium scale studies and topographic mapping.',
'',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3295,
'Guam 1963 / Yap Islands',
3108,
'projected',
4499,
Null,
4675,
15399,
Null,
Null,
'Public reference, land and photgrammetric survey, mapping.',
'',
'Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm',
'OGP',
TO_DATE('2005-05-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3296,
'RGPF / UTM zone 5S',
3120,
'projected',
4400,
Null,
4687,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Tahaa 54 / UTM zone 5S (CRS code 2977) and Maupiti 83 / UTM zone 5S (code 3306).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3297,
'RGPF / UTM zone 6S',
3121,
'projected',
4400,
Null,
4687,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Moorea 87 / UTM zone 6S (CRS code 3305) and Tahiti 79 / UTM zone 6S (code 3304).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3298,
'RGPF / UTM zone 7S',
3122,
'projected',
4400,
Null,
4687,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces IGN 63 Hiva Oa / UTM zone 7S (CRS code 3302), IGN 72 Nuku Hiva / UTM zone 7S (code 2978) and MHEFO 55 / UTM zone 7S (code 3303).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3299,
'RGPF / UTM zone 8S',
3123,
'projected',
4400,
Null,
4687,
16108,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3300,
'Estonian Coordinate System of 1992',
1090,
'projected',
4530,
Null,
4133,
19938,
Null,
Null,
'Used for 1:20000 and larger scale mapping.',
'EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications. Replaced by Estonian Coordinate System of 1997 (code 3301).',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3301,
'Estonian Coordinate System of 1997',
1090,
'projected',
4530,
Null,
4180,
19938,
Null,
Null,
'Used for 1:20000 and larger scale mapping.',
'Replaces Estonian Coordinate System of 1992 (code 3300). EST97 / TM Baltic (CRS code 25884) used for medium and small scale applications.',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3302,
'IGN63 Hiva Oa / UTM zone 7S',
3130,
'projected',
4400,
Null,
4689,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGPF / UTM zone 7S, CRS code 3298.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3303,
'Fatu Iva 72 / UTM zone 7S',
3133,
'projected',
4400,
Null,
4688,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGPF / UTM zone 7S, CRS code 3298.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3304,
'Tahiti 79 / UTM zone 6S',
3124,
'projected',
4400,
Null,
4690,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Tahiti. Replaced by RGPF / UTM zone 6S, CRS code 3297.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3305,
'Moorea 87 / UTM zone 6S',
3125,
'projected',
4400,
Null,
4691,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Tahiti 52 / UTM zone 6S (CRS code 2976) in Moorea. Replaced by RGPF / UTM zone 6S, CRS code 3297.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3306,
'Maupiti 83 / UTM zone 5S',
3126,
'projected',
4400,
Null,
4692,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGPF / UTM zone 5S, CRS code 3296.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3307,
'Nakhl-e Ghanem / UTM zone 39N',
2362,
'projected',
4400,
Null,
4693,
16039,
Null,
Null,
'Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.',
'',
'Total',
'OGP',
TO_DATE('2005-08-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3308,
'GDA94 / NSW Lambert',
3139,
'projected',
4400,
Null,
4283,
17364,
Null,
Null,
'Natural Resources mapping of whole State.',
'',
'NSW Department of Lands.',
'OGP',
TO_DATE('2005-08-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3309,
'NAD27 / California Albers',
1375,
'projected',
4499,
Null,
4267,
10420,
Null,
Null,
'Natural Resources mapping of whole State.',
'',
'California Spatial Information Library (CaSIL), http://gis.ca.gov',
'OGP',
TO_DATE('2005-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3310,
'NAD83 / California Albers',
1375,
'projected',
4499,
Null,
4269,
10420,
Null,
Null,
'Natural Resources mapping of whole State.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / California Albers.',
'California Spatial Information Library (CaSIL), http://gis.ca.gov',
'OGP',
TO_DATE('2005-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3311,
'NAD83(HARN) / California Albers',
1375,
'projected',
4499,
Null,
4152,
10420,
Null,
Null,
'Natural Resources mapping of whole State.',
'Replaces NAD83 / California Albers for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / California Albers.',
'California Spatial Information Library (CaSIL), http://gis.ca.gov',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3312,
'CSG67 / UTM zone 21N',
3145,
'projected',
4400,
Null,
4623,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by RGFG95 / UTM zone 21N (CRS code 3313).',
'IGN Paris',
'OGP',
TO_DATE('2005-09-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3313,
'RGFG95 / UTM zone 21N',
3145,
'projected',
4400,
Null,
4624,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces CSG67 / UTM zone 21N (CRS code 3312).',
'IGN Paris',
'OGP',
TO_DATE('2005-09-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3314,
'Katanga 1955 / Katanga Lambert',
3147,
'projected',
4400,
Null,
4695,
17401,
Null,
Null,
'Medium and small scale topographic mapping.',
'',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.',
'OGP',
TO_DATE('2005-09-30'),
'2009.011',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3315,
'Katanga 1955 / Katanga TM',
3147,
'projected',
4400,
Null,
4695,
17402,
Null,
Null,
'Cadastre, engineering survey.',
'',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.',
'OGP',
TO_DATE('2005-09-30'),
'2009.011',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3316,
'Kasai 1953 / Congo TM zone 22',
3163,
'projected',
4400,
Null,
4696,
17422,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3317,
'Kasai 1953 / Congo TM zone 24',
3164,
'projected',
4400,
Null,
4696,
17424,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3318,
'IGC 1962 / Congo TM zone 12',
3150,
'projected',
4400,
Null,
4697,
17412,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3319,
'IGC 1962 / Congo TM zone 14',
3151,
'projected',
4400,
Null,
4697,
17414,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3320,
'IGC 1962 / Congo TM zone 16',
3160,
'projected',
4400,
Null,
4697,
17416,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3321,
'IGC 1962 / Congo TM zone 18',
3161,
'projected',
4400,
Null,
4697,
17418,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3322,
'IGC 1962 / Congo TM zone 20',
3162,
'projected',
4400,
Null,
4697,
17420,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3323,
'IGC 1962 / Congo TM zone 22',
3163,
'projected',
4400,
Null,
4697,
17422,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3324,
'IGC 1962 / Congo TM zone 24',
3164,
'projected',
4400,
Null,
4697,
17424,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3325,
'IGC 1962 / Congo TM zone 26',
3165,
'projected',
4400,
Null,
4697,
17426,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3326,
'IGC 1962 / Congo TM zone 28',
3166,
'projected',
4400,
Null,
4697,
17428,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3327,
'IGC 1962 / Congo TM zone 30',
3167,
'projected',
4400,
Null,
4697,
17430,
Null,
Null,
'Cadastre, medium scale topographic mapping and engineering survey.',
'',
'Institut Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3328,
'Pulkovo 1942(58) / GUGiK-80',
1192,
'projected',
4530,
Null,
4179,
18286,
Null,
Null,
'Small scale (1/100000 and smaler) topographic mapping of whole country.',
'',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta',
'OGP',
TO_DATE('2005-11-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3329,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 5',
3580,
'projected',
4530,
Null,
4179,
16265,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'In Czech Republic, Germany and Hungary, replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 5 (CRS code 2399).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3330,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6',
3581,
'projected',
4530,
Null,
4179,
16266,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'In Czech Republic, Hungary and Slovakia, replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 6 (CRS code 3841).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3331,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7',
3583,
'projected',
4530,
Null,
4179,
16267,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'In Hungary and Slovakia, replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7 (CRS code 4417).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2009-07-03'),
'2008.011 2009.051',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3332,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8',
3585,
'projected',
4530,
Null,
4179,
16268,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'In Hungary and Slovakia, replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8 (CRS code 4434).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2009-07-03'),
'2008.011 2009.051',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3333,
'Pulkovo 1942(58) / Gauss-Kruger zone 3',
1792,
'projected',
4530,
Null,
4179,
16203,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'In Germany, Czech Republic, Hungary and Slovakia, replaced by Pulkovo 1942(83) / Gauss-Kruger zone 3 (CRS code 3835).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3334,
'Pulkovo 1942(58) / Gauss-Kruger zone 4',
3577,
'projected',
4530,
Null,
4179,
16204,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'In Czech Republic, Hungary and Slovakia, replaced by Pulkovo 1942(83) / Gauss-Kruger zone 4 (CRS code3836).',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3335,
'Pulkovo 1942(58) / Gauss-Kruger zone 5',
3579,
'projected',
4530,
Null,
4179,
16205,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodeta and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3336,
'IGN 1962 Kerguelen / UTM zone 42S',
2816,
'projected',
4400,
Null,
4698,
16142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2005-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3337,
'Le Pouce 1934 / Mauritius Grid',
3209,
'projected',
4400,
Null,
4699,
19899,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Cartography Section, Ministry of Housing and Land.',
'OGP',
TO_DATE('2006-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3338,
'NAD83 / Alaska Albers',
1330,
'projected',
4499,
Null,
4269,
15021,
Null,
Null,
'Small scale mapping and state planning.',
'',
'State of Alaska Department of Natural Resources',
'OGP',
TO_DATE('2006-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3339,
'IGCB 1955 / Congo TM zone 12',
3150,
'projected',
4400,
Null,
4701,
17412,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).',
'IGN Paris',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3340,
'IGCB 1955 / Congo TM zone 14',
3151,
'projected',
4400,
Null,
4701,
17414,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).',
'IGN Paris',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3341,
'IGCB 1955 / Congo TM zone 16',
3152,
'projected',
4400,
Null,
4701,
17416,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Oil industry operations used IGBC 1955 / UTM zone 33S (code 3342).',
'IGN Paris',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3342,
'IGCB 1955 / UTM zone 33S',
3171,
'projected',
4400,
Null,
4701,
16133,
Null,
Null,
'Oil industry operations.',
'',
'Petrofina.',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3343,
'Mauritania 1999 / UTM zone 28N',
2971,
'projected',
4400,
Null,
4702,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3344,
'Mauritania 1999 / UTM zone 29N',
2970,
'projected',
4400,
Null,
4702,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3345,
'Mauritania 1999 / UTM zone 30N',
2969,
'projected',
4400,
Null,
4702,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3346,
'LKS94 / Lithuania TM',
1145,
'projected',
4530,
Null,
4669,
19934,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'LKS94 / TM Baltic (CRS code 25884) used for medium and small scale applications.',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-11-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3347,
'NAD83 / Statistics Canada Lambert',
1061,
'projected',
4400,
Null,
4269,
19897,
Null,
Null,
'Small scale mapping and statistical analysis.',
'Data may sometimes be referenced to NAD83(CSRS) / STC Lambert (see CRS code 3348) which is then called "NAD83 / STC Lambert". At the scales involved the difference of under 2 metres between the two CRSs may not be significant.',
'Statistics Canada.',
'OGP',
TO_DATE('2010-03-30'),
'2010.002',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3348,
'NAD83(CSRS) / Statistics Canada Lambert',
1061,
'projected',
4400,
Null,
4617,
19897,
Null,
Null,
'Small scale mapping and statistical analysis.',
'This CRS may sometimes be called "NAD83 / STC Lambert". That is the name of a different system (see CRS code 3347) but at the scales involved the positional difference of under 2 metres may not be significant.',
'Statistics Canada.',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3349,
'WGS 84 / PDC Mercator',
3172,
'projected',
4400,
Null,
4326,
19898,
Null,
Null,
'Small scale mapping and analysis.',
'',
'Pacific Disaster Center, Kihei, Hawaii, USA.',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3350,
'Pulkovo 1942 / CS63 zone C0',
3173,
'projected',
4530,
Null,
4284,
18450,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3351,
'Pulkovo 1942 / CS63 zone C1',
3174,
'projected',
4530,
Null,
4284,
18451,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3352,
'Pulkovo 1942 / CS63 zone C2',
3175,
'projected',
4530,
Null,
4284,
18452,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3353,
'Mhast (onshore) / UTM zone 32S',
3179,
'projected',
4400,
Null,
4704,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by CABGOC. For offshore areas, in 1979 replaced by Mhast (offshore) / UTM zone 32S (CRS code 3354), from which this CRS differs by approximately 10m.',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3354,
'Mhast (offshore) / UTM zone 32S',
3180,
'projected',
4400,
Null,
4705,
16132,
Null,
Null,
'Oil industry exploration and production between 1979 and 1987.',
'Used by CABGOC for offshore areas between 1979 and 1987. Differs from Mhast (onshore) / UTM zone 32S by approximately 10m. Replaced by Malongo 1987 / UTM zone 32S (CRS code 25932) in 1987.',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3355,
'Egypt Gulf of Suez S-650 TL / Red Belt',
2341,
'projected',
4400,
Null,
4706,
18072,
Null,
Null,
'Oil industry exploration and production in Gulf of Suez after 1980.',
'Differs from Egypt 1907 / Red Belt (CRS code 22992) by approximately 20m.',
'Various industry sources.',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3356,
'Grand Cayman 1959 / UTM zone 17N',
3185,
'projected',
4400,
Null,
4723,
16017,
Null,
Null,
'Topographic mapping, cadastral and engineering survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3357,
'Little Cayman 1961 / UTM zone 17N',
3186,
'projected',
4400,
Null,
4726,
16017,
Null,
Null,
'Topographic mapping, cadastral and engineering survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3358,
'NAD83(HARN) / North Carolina',
1402,
'projected',
4499,
Null,
4152,
13230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 3404 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3359,
'NAD83(HARN) / North Carolina (ftUS)',
1402,
'projected',
4495,
Null,
4152,
15346,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see CRS code 3358.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-20'),
'2006.710 2006.903',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3360,
'NAD83(HARN) / South Carolina',
1409,
'projected',
4499,
Null,
4152,
13930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 3361 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3361,
'NAD83(HARN) / South Carolina (ft)',
1409,
'projected',
4495,
Null,
4152,
15355,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 3360. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3362,
'NAD83(HARN) / Pennsylvania North',
2245,
'projected',
4499,
Null,
4152,
13731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3363 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3363,
'NAD83(HARN) / Pennsylvania North (ftUS)',
2245,
'projected',
4497,
Null,
4152,
15353,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 3362. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3364,
'NAD83(HARN) / Pennsylvania South',
2246,
'projected',
4499,
Null,
4152,
13732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3365 for equivalent non-metric definition. Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2006.710 2006.903 2007.031 2008.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3365,
'NAD83(HARN) / Pennsylvania South (ftUS)',
2246,
'projected',
4497,
Null,
4152,
15354,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 3364. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.710 2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3366,
'Hong Kong 1963 Grid System',
1118,
'projected',
4500,
Null,
4738,
19896,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Superseded by Hong Kong 1980 Grid System (CRS code 2326).',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd',
'OGP',
TO_DATE('2006-02-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3367,
'IGN Astro 1960 / UTM zone 28N',
2971,
'projected',
4400,
Null,
4700,
16028,
Null,
Null,
'Small scale topographic mapping.',
'Mining title descriptions referring only to "Clarke 1880 ellipsoid, UTM zone 28" should be assumed to be referenced to this CRS. Oil industry considers "Mauritanian Mining Cadastre 1999 / UTM zone 28N" to be exactly defined through tfm code 15857.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3368,
'IGN Astro 1960 / UTM zone 29N',
2970,
'projected',
4400,
Null,
4700,
16029,
Null,
Null,
'Small scale topographic mapping.',
'Mining title descriptions referring only to "Clarke 1880 ellipsoid, UTM zone 29" should be assumed to be referenced to this CRS. Oil industry considers "Mauritanian Mining Cadastre 1999 / UTM zone 29N" to be exactly defined through tfm code 15858.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3369,
'IGN Astro 1960 / UTM zone 30N',
2969,
'projected',
4400,
Null,
4700,
16030,
Null,
Null,
'Small scale topographic mapping.',
'Mining title descriptions referring only to "Clarke 1880 ellipsoid, UTM zone 30" should be assumed to be referenced to this CRS. Oil industry considers "Mauritanian Mining Cadastre 1999 / UTM zone 30N" to be exactly defined through tfm code 15859.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3370,
'NAD27 / UTM zone 59N',
3372,
'projected',
4400,
Null,
4267,
16059,
Null,
Null,
'Medium scale topographic mapping.',
'',
'US Geological Survey',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3371,
'NAD27 / UTM zone 60N',
3373,
'projected',
4400,
Null,
4267,
16060,
Null,
Null,
'Medium scale topographic mapping.',
'',
'US Geological Survey',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3372,
'NAD83 / UTM zone 59N',
3372,
'projected',
4400,
Null,
4269,
16059,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces NAD27 / UTM zone 59N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 59N.',
'US Geological Survey',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3373,
'NAD83 / UTM zone 60N',
3373,
'projected',
4400,
Null,
4269,
16060,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces NAD27 / UTM zone 60N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 60N.',
'US Geological Survey',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3374,
'FD54 / UTM zone 29N',
3248,
'projected',
4400,
Null,
4741,
16029,
Null,
Null,
'Topographic mapping, engineering survey.',
'Replaced by ED50 / UTM zone 29N in late 1970''s.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-08-04'),
'2005.472',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3375,
'GDM2000 / Peninsula RSO',
1690,
'projected',
4400,
Null,
4742,
19895,
Null,
Null,
'Topographic mapping, engineering survey.',
'Replaces Kertau (RSO) / RSO Malaya (CRS codes3167-68) .',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3376,
'GDM2000 / East Malaysia BRSO',
1851,
'projected',
4400,
Null,
4742,
19894,
Null,
Null,
'Topographic mapping, engineering survey.',
'Replaces Timbalai 1948 / RSO Borneo (CRS codes 29871-73).',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3377,
'GDM2000 / Johor Grid',
3376,
'projected',
4400,
Null,
4742,
19893,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Johor grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3378,
'GDM2000 / Sembilan and Melaka Grid',
3377,
'projected',
4400,
Null,
4742,
19892,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Sembilan and Melaka grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3379,
'GDM2000 / PahangGrid',
3378,
'projected',
4400,
Null,
4742,
19891,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Pahang grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3380,
'GDM2000 / Selangor Grid',
3379,
'projected',
4400,
Null,
4742,
19890,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Selangor grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3381,
'GDM2000 / Terengganu Grid',
3380,
'projected',
4400,
Null,
4742,
19889,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Terengganu grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3382,
'GDM2000 / Pinang Grid',
3381,
'projected',
4400,
Null,
4742,
19888,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Pinang grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3383,
'GDM2000 / Kedah and Perlis Grid',
3382,
'projected',
4400,
Null,
4742,
19887,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Kedah and Perlis grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3384,
'GDM2000 / Perak Grid',
3383,
'projected',
4400,
Null,
4742,
19886,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Perak grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3385,
'GDM2000 / Kelantan Grid',
3384,
'projected',
4400,
Null,
4742,
19885,
Null,
Null,
'Cadastral survey.',
'Replaces earlier Kelantan Grid.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3386,
'KKJ / Finland zone 0',
3092,
'projected',
4530,
Null,
4123,
18180,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3387,
'KKJ / Finland zone 5',
3385,
'projected',
4530,
Null,
4123,
18205,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3388,
'Pulkovo 1942 / Caspian Sea Mercator',
1291,
'projected',
4534,
Null,
4284,
19884,
Null,
Null,
'Nautical charting and marine navigation.',
'',
'Main Department of Navigation \& Oceanography of the USSR Ministry of Defence.',
'OGP',
TO_DATE('2006-05-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3389,
'Pulkovo 1942 / 3-degree Gauss-Kruger zone 60',
2706,
'projected',
4530,
Null,
4284,
16099,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1942 / 3-degree Gauss-Kruger CM 180E (code 2636).',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3390,
'Pulkovo 1995 / 3-degree Gauss-Kruger zone 60',
2706,
'projected',
4530,
Null,
4200,
16099,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see Pulkovo 1995 / 3-degree Gauss-Kruger CM 180E (code 2754).',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3391,
'Karbala 1979 / UTM zone 37N',
3387,
'projected',
4400,
Null,
4743,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'At time of record population, information regarding usage within oil sector is not available.',
'Various industry sources.',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3392,
'Karbala 1979 / UTM zone 38N',
3388,
'projected',
4400,
Null,
4743,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Nahrwan 1967 / UTM zone 38N (projCRS code 27087). At time of record population, information regarding usage within oil sector is not available.',
'Various industry sources.',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3393,
'Karbala 1979 / UTM zone 39N',
3389,
'projected',
4400,
Null,
4743,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Nahrwan 1967 / UTM zone 39N (projCRS code 27039). At time of record population, information regarding usage within oil sector is not available.',
'Various industry sources.',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3394,
'Nahrwan 1934 / Iraq zone',
3390,
'projected',
4400,
Null,
4744,
19906,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Iran, replaced by FD58 / Iraq zone (projCRS code 3200). In Iraq, replaced by Nahrwan 1967 / UTM (projCRS codes 27038-39).',
'Various industry sources.',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3395,
'WGS 84 / World Mercator',
3391,
'projected',
4400,
Null,
4326,
19883,
Null,
Null,
'Very small scale mapping.',
'Euro-centric view of world excluding polar areas.',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3396,
'PD/83 / 3-degree Gauss-Kruger zone 3',
3392,
'projected',
4530,
Null,
4746,
16263,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2008-09-24'),
'2006.894 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3397,
'PD/83 / 3-degree Gauss-Kruger zone 4',
3393,
'projected',
4530,
Null,
4746,
16264,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2008-09-24'),
'2006.894 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3398,
'RD/83 / 3-degree Gauss-Kruger zone 4',
3395,
'projected',
4530,
Null,
4745,
16264,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2008-09-24'),
'2006.894 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3399,
'RD/83 / 3-degree Gauss-Kruger zone 5',
3394,
'projected',
4530,
Null,
4745,
16265,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2008-09-24'),
'2006.894 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3400,
'NAD83 / Alberta 10-TM (Forest)',
2376,
'projected',
4400,
Null,
4269,
19881,
Null,
Null,
'Province-wide spatial data management and mapping.',
'Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83 / Alberta 10-TM (Resource) (CRS code 3401).',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3401,
'NAD83 / Alberta 10-TM (Resource)',
2376,
'projected',
4400,
Null,
4269,
19882,
Null,
Null,
'Province-wide spatial data management and mapping.',
'Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83 / Alberta 10-TM (Forest) (CRS code 3400).',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3402,
'NAD83(CSRS) / Alberta 10-TM (Forest)',
2376,
'projected',
4400,
Null,
4617,
19881,
Null,
Null,
'Province-wide spatial data management and mapping.',
'Easting coordinates are always positive in Alberta. For an alternative with easting coordinates that may be either positive or negative, see NAD83(CSRS) / Alberta 10-TM (Resource) (CRS code 3403).',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3403,
'NAD83(CSRS) / Alberta 10-TM (Resource)',
2376,
'projected',
4400,
Null,
4617,
19882,
Null,
Null,
'Province-wide spatial data management and mapping.',
'Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see NAD83(CSRS) / Alberta 10-TM (Forest) (CRS code 3402).',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3404,
'NAD83(HARN) / North Carolina (ftUS)',
1402,
'projected',
4497,
Null,
4152,
15346,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see CRS code 3358. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2006.903 2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3405,
'VN-2000 / UTM zone 48N',
1452,
'projected',
4400,
Null,
4756,
16048,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Hanoi 1972 / Gauss-Kruger zone 18 (CRS code 2044).',
'General Director of Land Administration.',
'OGP',
TO_DATE('2006-09-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3406,
'VN-2000 / UTM zone 49N',
1453,
'projected',
4400,
Null,
4756,
16049,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Hanoi 1972 / Gauss-Kruger zone 19 (CRS code 2045).',
'General Director of Land Administration.',
'OGP',
TO_DATE('2006-09-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3407,
'Hong Kong 1963 Grid System',
1118,
'projected',
4502,
Null,
4738,
19896,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Replaced by Hong Kong 1980 Grid System (CRS code 2326).',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd',
'OGP',
TO_DATE('2006-09-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3408,
'NSIDC EASE-Grid North',
3475,
'projected',
4469,
Null,
4053,
3897,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.',
'Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay. See CRS 3973 for alternative based on WGS 84.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2009-06-02'),
'2009.007 2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3409,
'NSIDC EASE-Grid South',
3474,
'projected',
4470,
Null,
4053,
3898,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid.',
'Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay. See CRS 3974 for alternative based on WGS 84.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2009-06-02'),
'2009.007 2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3410,
'NSIDC EASE-Grid Global',
3463,
'projected',
4499,
Null,
4053,
19869,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences, including EASE-Grid, in mid- and low latitudes.',
'Used as basis for Equal-Area Scalable Earth Grid (EASE-Grid). See information source for equations to define EASE-Grid overlay. See CRS 3975 for alternative based on WGS 84.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2009-06-02'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3411,
'NSIDC Sea Ice Polar Stereographic North',
1996,
'projected',
4468,
Null,
4054,
19865,
Null,
Null,
'Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.',
'The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used this uncertainty may be insignificant. See CRS 3413 for geodetically preferred alternative.',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-06-02'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3412,
'NSIDC Sea Ice Polar Stereographic South',
1997,
'projected',
4470,
Null,
4054,
19866,
Null,
Null,
'Polar research. Used for small scale mapping of DMSP SSM/I microwave satellite imagery.',
'The datum is unspecified. Uncertainty in location of over 1 km may result; at the coarse resolution and very small scales for which this system should be used this uncertainty may be insignificant. See CRS 3976 for geodetically preferred alternative.',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-06-02'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3413,
'WGS 84 / NSIDC Sea Ice Polar Stereographic North',
1996,
'projected',
4468,
Null,
4326,
19865,
Null,
Null,
'Polar research. Used for small scale mapping of satellite imagery and mosaic of Greenland.',
'Geodetically preferred alternative to NSIDC PS North (see CRS code 3411).',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-06-02'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3414,
'SVY21 / Singapore TM',
1210,
'projected',
4500,
Null,
4757,
19864,
Null,
Null,
'Cadastre.',
'For cadastral purposes, replaces Kertau 1968 / Singapore Grid (CRS code 24500) from August 2004.',
'Singapore Land Authority, http:/www.sla.gov.sg',
'OGP',
TO_DATE('2006-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3415,
'WGS 72BE / South China Sea Lambert',
3470,
'projected',
4400,
Null,
4324,
19863,
Null,
Null,
'Oil exploration.',
'Adopted during the 1980s by western operators of all SCS licence areas. See map projection remarks for ambiguity in definition.',
'Mobil Exploration.',
'OGP',
TO_DATE('2006-12-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3416,
'ETRS89 / Austria Lambert',
1037,
'projected',
4530,
Null,
4258,
19947,
Null,
Null,
'Medium and small scale mapping and GIS.',
'Replaces MGI / Austria Lambert (CRS code 31287).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2006-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3417,
'NAD83 / Iowa North (ft US)',
2198,
'projected',
4497,
Null,
4269,
15377,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26975. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3418,
'NAD83 / Iowa South (ft US)',
2199,
'projected',
4497,
Null,
4269,
15378,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26976. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3419,
'NAD83 / Kansas North (ft US)',
2200,
'projected',
4497,
Null,
4269,
15379,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26977. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3420,
'NAD83 / Kansas South (ft US)',
2201,
'projected',
4497,
Null,
4269,
15380,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26978. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3421,
'NAD83 / Nevada East (ft US)',
2224,
'projected',
4497,
Null,
4269,
15381,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32107. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3422,
'NAD83 / Nevada Central (ft US)',
2223,
'projected',
4497,
Null,
4269,
15382,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32108. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3423,
'NAD83 / Nevada West (ft US)',
2225,
'projected',
4497,
Null,
4269,
15383,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32109. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3424,
'NAD83 / New Jersey (ft US)',
1399,
'projected',
4497,
Null,
4269,
15384,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32111. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3425,
'NAD83(HARN) / Iowa North (ft US)',
2198,
'projected',
4497,
Null,
4152,
15377,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2794. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3426,
'NAD83(HARN) / Iowa South (ft US)',
2199,
'projected',
4497,
Null,
4152,
15378,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2795. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3427,
'NAD83(HARN) / Kansas North (ft US)',
2200,
'projected',
4497,
Null,
4152,
15379,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2796. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3428,
'NAD83(HARN) / Kansas South (ft US)',
2201,
'projected',
4497,
Null,
4152,
15380,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2797. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3429,
'NAD83(HARN) / Nevada East (ft US)',
2224,
'projected',
4497,
Null,
4152,
15381,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2820. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3430,
'NAD83(HARN) / Nevada Central (ft US)',
2223,
'projected',
4497,
Null,
4152,
15382,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2821. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3431,
'NAD83(HARN) / Nevada West (ft US)',
2225,
'projected',
4497,
Null,
4152,
15383,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2822. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3432,
'NAD83(HARN) / New Jersey (ft US)',
1399,
'projected',
4497,
Null,
4152,
15384,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2824. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3433,
'NAD83 / Arkansas North (ftUS)',
2169,
'projected',
4497,
Null,
4269,
15385,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26951. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3434,
'NAD83 / Arkansas South (ftUS)',
2170,
'projected',
4497,
Null,
4269,
15386,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26952. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3435,
'NAD83 / Illinois East (ftUS)',
2194,
'projected',
4497,
Null,
4269,
15387,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26971. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3436,
'NAD83 / Illinois West (ftUS)',
2195,
'projected',
4497,
Null,
4269,
15388,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26972. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3437,
'NAD83 / New Hampshire (ftUS)',
1398,
'projected',
4497,
Null,
4269,
15389,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32110. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3438,
'NAD83 / Rhode Island (ftUS)',
1408,
'projected',
4497,
Null,
4269,
15390,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32130. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3439,
'PSD93 / UTM zone 39N',
1544,
'projected',
4400,
Null,
4134,
16039,
Null,
Null,
'Oil exploration and production.',
'Replaced Fahud / UTM zone 39N projCRS (code 23239) in 1993. Maximum differences to Fahud adjustment are 20 metres.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2004-04-07'),
'2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3440,
'PSD93 / UTM zone 40N',
1545,
'projected',
4400,
Null,
4134,
16040,
Null,
Null,
'Oil exploration and production.',
'Replaced Fahud / UTM zone 40N projCRS (code 23240) in 1993. Maximum differences to Fahud adjustment are 20 metres.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2004-04-07'),
'2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3441,
'NAD83(HARN) / Arkansas North (ftUS)',
2169,
'projected',
4497,
Null,
4152,
15385,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2764. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3442,
'NAD83(HARN) / Arkansas South (ftUS)',
2170,
'projected',
4497,
Null,
4152,
15386,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2765. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3443,
'NAD83(HARN) / Illinois East (ftUS)',
2194,
'projected',
4497,
Null,
4152,
15387,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2790. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3444,
'NAD83(HARN) / Illinois West (ftUS)',
2195,
'projected',
4497,
Null,
4152,
15388,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2791. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2007.031 2008.055',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3445,
'NAD83(HARN) / New Hampshire (ftUS)',
1398,
'projected',
4497,
Null,
4152,
15389,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2823. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3446,
'NAD83(HARN) / Rhode Island (ftUS)',
1408,
'projected',
4497,
Null,
4152,
15390,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2840. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3447,
'ETRS89 / Belgian Lambert 2005',
1347,
'projected',
4499,
Null,
4258,
19862,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Coordinates referenced to ETRS89 / Lambert 2005 differ from coordinates referenced to BD72 / Lambert 1972 (CRS code 31370) by approximately 1km in easting and northing. Replaced in 2008 by ETRS89 / Lambert 2008 (CRS code 3812).',
'IGN Brussels; www.ngi.be/',
'OGP',
TO_DATE('2008-08-05'),
'2008.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3448,
'JAD2001 / Jamaica Metric Grid',
3342,
'projected',
4400,
Null,
4758,
19860,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces JAD69 / Jamaica National Grid (CRS code 24200).',
'National Land Agency.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3449,
'JAD2001 / UTM zone 17N',
3478,
'projected',
4400,
Null,
4758,
16017,
Null,
Null,
'Hydrographic and aeronautical charting.',
'See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.',
'National Land Agency.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3450,
'JAD2001 / UTM zone 18N',
3479,
'projected',
4400,
Null,
4758,
16018,
Null,
Null,
'Hydrographic and aeronautical charting.',
'See JAD2001 / Jamaica Metric Grid (CRS code 3448) for land applications.',
'National Land Agency.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3451,
'NAD83 / Louisiana North (ftUS)',
2204,
'projected',
4497,
Null,
4269,
15391,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26981. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3452,
'NAD83 / Louisiana South (ftUS)',
2529,
'projected',
4497,
Null,
4269,
15392,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 26982. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3453,
'NAD83 / Louisiana Offshore (ftUS)',
1387,
'projected',
4497,
Null,
4269,
15393,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'This system is NOT used for oil industry purposes. State law defines system in US survey feet. Federal definition is metric - see code 32199.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3454,
'NAD83 / South Dakota North (ftUS)',
2249,
'projected',
4497,
Null,
4269,
15395,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32134. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-19'),
'2009.067',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3455,
'NAD83 / South Dakota South (ftUS)',
2250,
'projected',
4497,
Null,
4269,
15395,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32135. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3456,
'NAD83(HARN) / Louisiana North (ftUS)',
2204,
'projected',
4497,
Null,
4152,
15391,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2800. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3457,
'NAD83(HARN) / Louisiana South (ftUS)',
2529,
'projected',
4497,
Null,
4152,
15392,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not applicable to offshore areas. State law defines system in US survey feet. Federal definition is metric - see code 2801. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3458,
'NAD83(HARN) / South Dakota North (ftUS)',
2249,
'projected',
4497,
Null,
4152,
15394,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2841. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3459,
'NAD83(HARN) / South Dakota South (ftUS)',
2250,
'projected',
4497,
Null,
4152,
15395,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2842. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3460,
'Fiji 1986 / Fiji Map Grid',
1094,
'projected',
4400,
Null,
4720,
19859,
Null,
Null,
'Topographic mapping, cadastral and engineering survey.',
'Replaces Viti Levu 1912 / Viti Levu Grid, Vanua Levu 1915 / Vanua Levu Grid, Fiji 1956 / UTM zone 60S and Fiji 1956 / UTM zone 1S (CRS codes 3139-42).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2007-02-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3461,
'Dabola 1981 / UTM zone 28N',
1468,
'projected',
4400,
Null,
4155,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Conakry 1905 / UTM zone 28 (EPSG code 31528).',
'',
'OGP',
TO_DATE('2007-02-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3462,
'Dabola 1981 / UTM zone 29N',
1469,
'projected',
4400,
Null,
4155,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Conakry 1905 / UTM zone 29 (EPSG code 31529).',
'',
'OGP',
TO_DATE('2007-02-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3463,
'NAD83 / Maine CS2000 Central',
2959,
'projected',
4499,
Null,
4269,
11854,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3464,
'NAD83(HARN) / Maine CS2000 Central',
2959,
'projected',
4499,
Null,
4152,
11854,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / SPCS.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2007.031 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3465,
'NAD83(NSRS2007) / Alabama East',
2154,
'projected',
4499,
Null,
4759,
10131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3466,
'NAD83(NSRS2007) / Alabama West',
2155,
'projected',
4499,
Null,
4759,
10132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3467,
'NAD83(NSRS2007) / Alaska Albers',
1330,
'projected',
4499,
Null,
4759,
15021,
Null,
Null,
'Small scale mapping and state planning.',
'Replaces NAD83 / Alaska Albers for applications with an accuracy of better than 1m.',
'State of Alaska Department of Natural Resources',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3468,
'NAD83(NSRS2007) / Alaska zone 1',
2156,
'projected',
4499,
Null,
4759,
15031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3469,
'NAD83(NSRS2007) / Alaska zone 2',
2158,
'projected',
4499,
Null,
4759,
15032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3470,
'NAD83(NSRS2007) / Alaska zone 3',
2159,
'projected',
4499,
Null,
4759,
15033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3471,
'NAD83(NSRS2007) / Alaska zone 4',
2160,
'projected',
4499,
Null,
4759,
15034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3472,
'NAD83(NSRS2007) / Alaska zone 5',
2161,
'projected',
4499,
Null,
4759,
15035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3473,
'NAD83(NSRS2007) / Alaska zone 6',
2162,
'projected',
4499,
Null,
4759,
15036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3474,
'NAD83(NSRS2007) / Alaska zone 7',
2163,
'projected',
4499,
Null,
4759,
15037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3475,
'NAD83(NSRS2007) / Alaska zone 8',
2164,
'projected',
4499,
Null,
4759,
15038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3476,
'NAD83(NSRS2007) / Alaska zone 9',
2165,
'projected',
4499,
Null,
4759,
15039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3477,
'NAD83(NSRS2007) / Alaska zone 10',
2157,
'projected',
4499,
Null,
4759,
15040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / SPCS for applications with an accuracy of better than 1m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3478,
'NAD83(NSRS2007) / Arizona Central',
2166,
'projected',
4499,
Null,
4759,
10232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3479 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3479,
'NAD83(NSRS2007) / Arizona Central (ft)',
2166,
'projected',
4495,
Null,
4759,
15305,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3478. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3480,
'NAD83(NSRS2007) / Arizona East',
2167,
'projected',
4499,
Null,
4759,
10231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3481 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3481,
'NAD83(NSRS2007) / Arizona East (ft)',
2167,
'projected',
4495,
Null,
4759,
15304,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3480. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3482,
'NAD83(NSRS2007) / Arizona West',
2168,
'projected',
4499,
Null,
4759,
10233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3483 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3483,
'NAD83(NSRS2007) / Arizona West (ft)',
2168,
'projected',
4495,
Null,
4759,
15306,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3482. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3484,
'NAD83(NSRS2007) / Arkansas North',
2169,
'projected',
4499,
Null,
4759,
10331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3485 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3485,
'NAD83(NSRS2007) / Arkansas North (ftUS)',
2169,
'projected',
4497,
Null,
4759,
15385,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3484. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3486,
'NAD83(NSRS2007) / Arkansas South',
2170,
'projected',
4499,
Null,
4759,
10332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3487 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3487,
'NAD83(NSRS2007) / Arkansas South (ftUS)',
2170,
'projected',
4497,
Null,
4759,
15386,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3486. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3488,
'NAD83(NSRS2007) / California Albers',
1375,
'projected',
4499,
Null,
4759,
10420,
Null,
Null,
'Natural Resources mapping of whole State.',
'Replaces NAD83(HARN) / California Albers.',
'California Spatial Information Library (CaSIL), http://gis.ca.gov',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3489,
'NAD83(NSRS2007) / California zone 1',
2175,
'projected',
4499,
Null,
4759,
10431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3490 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3490,
'NAD83(NSRS2007) / California zone 1 (ftUS)',
2175,
'projected',
4497,
Null,
4759,
15307,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3489. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3491,
'NAD83(NSRS2007) / California zone 2',
2176,
'projected',
4499,
Null,
4759,
10432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3492 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3492,
'NAD83(NSRS2007) / California zone 2 (ftUS)',
2176,
'projected',
4497,
Null,
4759,
15308,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3491. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3493,
'NAD83(NSRS2007) / California zone 3',
2177,
'projected',
4499,
Null,
4759,
10433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3494 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3494,
'NAD83(NSRS2007) / California zone 3 (ftUS)',
2177,
'projected',
4497,
Null,
4759,
15309,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3493. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3495,
'NAD83(NSRS2007) / California zone 4',
2178,
'projected',
4499,
Null,
4759,
10434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3496 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3496,
'NAD83(NSRS2007) / California zone 4 (ftUS)',
2178,
'projected',
4497,
Null,
4759,
15310,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3495. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3497,
'NAD83(NSRS2007) / California zone 5',
2182,
'projected',
4499,
Null,
4759,
10435,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3498 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3498,
'NAD83(NSRS2007) / California zone 5 (ftUS)',
2182,
'projected',
4497,
Null,
4759,
15311,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3497. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3499,
'NAD83(NSRS2007) / California zone 6',
2180,
'projected',
4499,
Null,
4759,
10436,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3500 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3500,
'NAD83(NSRS2007) / California zone 6 (ftUS)',
2180,
'projected',
4497,
Null,
4759,
15312,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3499. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3501,
'NAD83(NSRS2007) / Colorado Central',
2183,
'projected',
4499,
Null,
4759,
10532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3502 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3502,
'NAD83(NSRS2007) / Colorado Central (ftUS)',
2183,
'projected',
4497,
Null,
4759,
15314,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3501. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3503,
'NAD83(NSRS2007) / Colorado North',
2184,
'projected',
4499,
Null,
4759,
10531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3504 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3504,
'NAD83(NSRS2007) / Colorado North (ftUS)',
2184,
'projected',
4497,
Null,
4759,
15313,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3503. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3505,
'NAD83(NSRS2007) / Colorado South',
2185,
'projected',
4499,
Null,
4759,
10533,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3506 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3506,
'NAD83(NSRS2007) / Colorado South (ftUS)',
2185,
'projected',
4497,
Null,
4759,
15315,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3505. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3507,
'NAD83(NSRS2007) / Connecticut',
1377,
'projected',
4499,
Null,
4759,
10630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3508 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3508,
'NAD83(NSRS2007) / Connecticut (ftUS)',
1377,
'projected',
4497,
Null,
4759,
15316,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3507. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3509,
'NAD83(NSRS2007) / Delaware',
1378,
'projected',
4499,
Null,
4759,
10730,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3510 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3510,
'NAD83(NSRS2007) / Delaware (ftUS)',
1378,
'projected',
4497,
Null,
4759,
15317,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3509. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3511,
'NAD83(NSRS2007) / Florida East',
2186,
'projected',
4499,
Null,
4759,
10931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3512 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3512,
'NAD83(NSRS2007) / Florida East (ftUS)',
2186,
'projected',
4497,
Null,
4759,
15318,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3511. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3513,
'NAD83(NSRS2007) / Florida GDL Albers',
1379,
'projected',
4499,
Null,
4759,
10934,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaces NAD83(HARN) / Florida GDL Albers.',
'Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3514,
'NAD83(NSRS2007) / Florida North',
2187,
'projected',
4499,
Null,
4759,
10933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3515 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3515,
'NAD83(NSRS2007) / Florida North (ftUS)',
2187,
'projected',
4497,
Null,
4759,
15320,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3514. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3516,
'NAD83(NSRS2007) / Florida West',
2188,
'projected',
4499,
Null,
4759,
10932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3517 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3517,
'NAD83(NSRS2007) / Florida West (ftUS)',
2188,
'projected',
4497,
Null,
4759,
15319,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3516. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3518,
'NAD83(NSRS2007) / Georgia East',
2189,
'projected',
4499,
Null,
4759,
11031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3519 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3519,
'NAD83(NSRS2007) / Georgia East (ftUS)',
2189,
'projected',
4497,
Null,
4759,
15321,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3518. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3520,
'NAD83(NSRS2007) / Georgia West',
2190,
'projected',
4499,
Null,
4759,
11032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3521 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3521,
'NAD83(NSRS2007) / Georgia West (ftUS)',
2190,
'projected',
4497,
Null,
4759,
15322,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3520. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3522,
'NAD83(NSRS2007) / Idaho Central',
2191,
'projected',
4499,
Null,
4759,
11132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3523 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3523,
'NAD83(NSRS2007) / Idaho Central (ftUS)',
2191,
'projected',
4497,
Null,
4759,
15324,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3522. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3524,
'NAD83(NSRS2007) / Idaho East',
2192,
'projected',
4499,
Null,
4759,
11131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3525 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3525,
'NAD83(NSRS2007) / Idaho East (ftUS)',
2192,
'projected',
4497,
Null,
4759,
15323,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3524. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3526,
'NAD83(NSRS2007) / Idaho West',
2193,
'projected',
4499,
Null,
4759,
11133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3527 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3527,
'NAD83(NSRS2007) / Idaho West (ftUS)',
2193,
'projected',
4497,
Null,
4759,
15325,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3526. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3528,
'NAD83(NSRS2007) / Illinois East',
2194,
'projected',
4499,
Null,
4759,
11231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3529 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3529,
'NAD83(NSRS2007) / Illinois East (ftUS)',
2194,
'projected',
4497,
Null,
4759,
15387,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3528. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3530,
'NAD83(NSRS2007) / Illinois West',
2195,
'projected',
4499,
Null,
4759,
11232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3531 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3531,
'NAD83(NSRS2007) / Illinois West (ftUS)',
2195,
'projected',
4497,
Null,
4759,
15388,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3530. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3532,
'NAD83(NSRS2007) / Indiana East',
2196,
'projected',
4499,
Null,
4759,
11331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3533 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3533,
'NAD83(NSRS2007) / Indiana East (ftUS)',
2196,
'projected',
4497,
Null,
4759,
15372,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3532. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3534,
'NAD83(NSRS2007) / Indiana West',
2197,
'projected',
4499,
Null,
4759,
11332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3535 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3535,
'NAD83(NSRS2007) / Indiana West (ftUS)',
2197,
'projected',
4497,
Null,
4759,
15373,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3534. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3536,
'NAD83(NSRS2007) / Iowa North',
2198,
'projected',
4499,
Null,
4759,
11431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3537 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3537,
'NAD83(NSRS2007) / Iowa North (ft US)',
2198,
'projected',
4497,
Null,
4759,
15377,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3536. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3538,
'NAD83(NSRS2007) / Iowa South',
2199,
'projected',
4499,
Null,
4759,
11432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3539 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3539,
'NAD83(NSRS2007) / Iowa South (ft US)',
2199,
'projected',
4497,
Null,
4759,
15378,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3538. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3540,
'NAD83(NSRS2007) / Kansas North',
2200,
'projected',
4499,
Null,
4759,
11531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3541 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3541,
'NAD83(NSRS2007) / Kansas North (ft US)',
2200,
'projected',
4497,
Null,
4759,
15379,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3540. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3542,
'NAD83(NSRS2007) / Kansas South',
2201,
'projected',
4499,
Null,
4759,
11532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3543 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3543,
'NAD83(NSRS2007) / Kansas South (ft US)',
2201,
'projected',
4497,
Null,
4759,
15380,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3542. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3544,
'NAD83(NSRS2007) / Kentucky North',
2202,
'projected',
4499,
Null,
4759,
15303,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3545 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3545,
'NAD83(NSRS2007) / Kentucky North (ftUS)',
2202,
'projected',
4497,
Null,
4759,
15328,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3544. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3546,
'NAD83(NSRS2007) / Kentucky Single Zone',
1386,
'projected',
4499,
Null,
4759,
11630,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines use of US survey feet. See code 3547 for equivalent non-metric definition. Replaces NAD83(HARN) / Kentucky Single Zone.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3547,
'NAD83(NSRS2007) / Kentucky Single Zone (ftUS)',
1386,
'projected',
4497,
Null,
4759,
15375,
Null,
Null,
'Used for spatial data presentation for whole state.',
'State law defines use of US survey feet. See code 3546 for equivalent metric definition. Replaces NAD83(HARN) / Kentucky Single Zone (ftUS).',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3548,
'NAD83(NSRS2007) / Kentucky South',
2203,
'projected',
4499,
Null,
4759,
11632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3549 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3549,
'NAD83(NSRS2007) / Kentucky South (ftUS)',
2203,
'projected',
4497,
Null,
4759,
15329,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3548. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3550,
'NAD83(NSRS2007) / Louisiana North',
2204,
'projected',
4499,
Null,
4759,
11731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3551 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3551,
'NAD83(NSRS2007) / Louisiana North (ftUS)',
2204,
'projected',
4497,
Null,
4759,
15391,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3550. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3552,
'NAD83(NSRS2007) / Louisiana South',
2529,
'projected',
4499,
Null,
4759,
11732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not applicable to offshore areas. State law defines use of US survey feet. See code 3553 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3553,
'NAD83(NSRS2007) / Louisiana South (ftUS)',
2529,
'projected',
4497,
Null,
4759,
15392,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not applicable to offshore areas. State law defines use of US survey feet. Federal definition is metric - see code 3552. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3554,
'NAD83(NSRS2007) / Maine CS2000 Central',
2959,
'projected',
4499,
Null,
4759,
11854,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3555,
'NAD83(NSRS2007) / Maine CS2000 East',
2960,
'projected',
4499,
Null,
4759,
11851,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3556,
'NAD83(NSRS2007) / Maine CS2000 West',
2958,
'projected',
4499,
Null,
4759,
11853,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey from 2001-01 by Maine Department of Transportation and other State agencies.',
'Replaces NAD83(HARN) / CS2000.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-08'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3557,
'NAD83(NSRS2007) / Maine East',
2206,
'projected',
4499,
Null,
4759,
11831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26863 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3558,
'NAD83(NSRS2007) / Maine West',
2207,
'projected',
4499,
Null,
4759,
11832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26864 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3559,
'NAD83(NSRS2007) / Maryland',
1389,
'projected',
4499,
Null,
4759,
11930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3582 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3560,
'NAD83 / Utah North (ftUS)',
2258,
'projected',
4497,
Null,
4269,
15297,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32142. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3561,
'Old Hawaiian / Hawaii zone 1',
1546,
'projected',
4497,
Null,
4135,
15101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Hawaii zone 1.',
'',
'OGP',
TO_DATE('1999-05-24'),
'1999.322',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3562,
'Old Hawaiian / Hawaii zone 2',
1547,
'projected',
4497,
Null,
4135,
15102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Hawaii zone 2.',
'',
'OGP',
TO_DATE('1999-05-24'),
'1999.322',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3563,
'Old Hawaiian / Hawaii zone 3',
1548,
'projected',
4497,
Null,
4135,
15103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Hawaii zone 3.',
'',
'OGP',
TO_DATE('1999-05-24'),
'1999.322',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3564,
'Old Hawaiian / Hawaii zone 4',
1549,
'projected',
4497,
Null,
4135,
15104,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Hawaii zone 4.',
'',
'OGP',
TO_DATE('1999-05-24'),
'1999.322',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3565,
'Old Hawaiian / Hawaii zone 5',
1550,
'projected',
4497,
Null,
4135,
15105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Hawaii zone 5.',
'',
'OGP',
TO_DATE('1999-05-24'),
'1999.322',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3566,
'NAD83 / Utah Central (ftUS)',
2257,
'projected',
4497,
Null,
4269,
15298,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32143. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3567,
'NAD83 / Utah South (ftUS)',
2259,
'projected',
4497,
Null,
4269,
15299,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining system in International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 32144. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3568,
'NAD83(HARN) / Utah North (ftUS)',
2258,
'projected',
4497,
Null,
4152,
15297,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2849. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3569,
'NAD83(HARN) / Utah Central (ftUS)',
2257,
'projected',
4497,
Null,
4152,
15298,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2850. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3570,
'NAD83(HARN) / Utah South (ftUS)',
2259,
'projected',
4497,
Null,
4152,
15299,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). Federal definition is metric - see code 2851. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-04-20'),
'2007.031',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3571,
'WGS 84 / North Pole LAEA Bering Sea',
3480,
'projected',
4464,
Null,
4326,
17295,
Null,
Null,
'Arctic research.',
'For studies of Bering Sea area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3572,
'WGS 84 / North Pole LAEA Alaska',
3480,
'projected',
4467,
Null,
4326,
17296,
Null,
Null,
'Arctic research.',
'For studies of Alaskan area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3573,
'WGS 84 / North Pole LAEA Canada',
3480,
'projected',
4466,
Null,
4326,
17297,
Null,
Null,
'Arctic research.',
'For studies of Canadian Arctic area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3574,
'WGS 84 / North Pole LAEA Atlantic',
3480,
'projected',
4465,
Null,
4326,
17298,
Null,
Null,
'Arctic research.',
'For studies of North Atlantic and Greenland area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3575,
'WGS 84 / North Pole LAEA Europe',
3480,
'projected',
4463,
Null,
4326,
17299,
Null,
Null,
'Arctic research.',
'For studies of north European Arctic area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3576,
'WGS 84 / North Pole LAEA Russia',
3480,
'projected',
4462,
Null,
4326,
17300,
Null,
Null,
'Arctic research.',
'For studies of Russian Arctic area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3577,
'GDA94 / Australian Albers',
2575,
'projected',
4400,
Null,
4283,
17365,
Null,
Null,
'Australia-wide geoscience and statistical mapping.',
'',
'Australian Government Department of Agriculture, Fisheries and Forestry, Bureau of Rural Sciences. http://www.daff.gov.au/brs',
'OGP',
TO_DATE('2007-01-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3578,
'NAD83 / Yukon Albers',
2417,
'projected',
4400,
Null,
4269,
19858,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'This CRS name may sometimes be used as an alias for NAD83(CSRS) / Yukon Albers. See CRS code 3579.',
'Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca',
'OGP',
TO_DATE('2007-02-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3579,
'NAD83(CSRS) / Yukon Albers',
2417,
'projected',
4400,
Null,
4617,
19858,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'This CRS may sometimes be called "NAD83 / Yukon Albers". That is the name of a different system (see CRS code 3578) but at the scales involved the positional difference of under 2 metres may not be significant.',
'Government of Yukon, Geomatics Yukon. http://geomaticsyukon.ca',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3580,
'NAD83 / NWT Lambert',
3481,
'projected',
4400,
Null,
4269,
19857,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'This CRS name may sometimes be used as an alias for NAD83(CSRS) / NWT Lambert. See CRS code 3581.',
'Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3581,
'NAD83(CSRS) / NWT Lambert',
3481,
'projected',
4400,
Null,
4617,
19857,
Null,
Null,
'Spatial data storage and use for whole province in grid coordinates.',
'This CRS may sometimes be called "NAD83 / NWT Lambert". That is the name of a different system (see CRS code 3580) but at the scales involved the positional difference of under 2 metres may not be significant.',
'Government of Northwest Territories Centre for Geomatics. http://maps.gnwtgeomatics.nt.ca',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3582,
'NAD83(NSRS2007) / Maryland (ftUS)',
1389,
'projected',
4497,
Null,
4759,
15330,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3559. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3583,
'NAD83(NSRS2007) / Massachusetts Island',
2208,
'projected',
4499,
Null,
4759,
12032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3584 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3584,
'NAD83(NSRS2007) / Massachusetts Island (ftUS)',
2208,
'projected',
4497,
Null,
4759,
15332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3583. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3585,
'NAD83(NSRS2007) / Massachusetts Mainland',
2209,
'projected',
4499,
Null,
4759,
12031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3586 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3586,
'NAD83(NSRS2007) / Massachusetts Mainland (ftUS)',
2209,
'projected',
4497,
Null,
4759,
15331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3585. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3587,
'NAD83(NSRS2007) / Michigan Central',
1724,
'projected',
4499,
Null,
4759,
12142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3588 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3588,
'NAD83(NSRS2007) / Michigan Central (ft)',
1724,
'projected',
4495,
Null,
4759,
15334,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3587. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3589,
'NAD83(NSRS2007) / Michigan North',
1723,
'projected',
4499,
Null,
4759,
12141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3590 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3590,
'NAD83(NSRS2007) / Michigan North (ft)',
1723,
'projected',
4495,
Null,
4759,
15333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3589. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3591,
'NAD83(NSRS2007) / Michigan Oblique Mercator',
1391,
'projected',
4499,
Null,
4759,
12150,
Null,
Null,
'Used for spatial data presentation for whole state.',
'Replaces NAD83(HARN) / Michigan Oblique Mercator.',
'Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3592,
'NAD83(NSRS2007) / Michigan South',
1725,
'projected',
4499,
Null,
4759,
12143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3592 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3593,
'NAD83(NSRS2007) / Michigan South (ft)',
1725,
'projected',
4495,
Null,
4759,
15335,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3591. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3594,
'NAD83(NSRS2007) / Minnesota Central',
2213,
'projected',
4499,
Null,
4759,
12232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26866 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3595,
'NAD83(NSRS2007) / Minnesota North',
2214,
'projected',
4499,
Null,
4759,
12231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26865 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3596,
'NAD83(NSRS2007) / Minnesota South',
2215,
'projected',
4499,
Null,
4759,
12233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26867 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3597,
'NAD83(NSRS2007) / Mississippi East',
2216,
'projected',
4499,
Null,
4759,
12331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3598 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3598,
'NAD83(NSRS2007) / Mississippi East (ftUS)',
2216,
'projected',
4497,
Null,
4759,
15336,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3597. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3599,
'NAD83(NSRS2007) / Mississippi West',
2217,
'projected',
4499,
Null,
4759,
12332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3600 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3600,
'NAD83(NSRS2007) / Mississippi West (ftUS)',
2217,
'projected',
4497,
Null,
4759,
15337,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3599. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3601,
'NAD83(NSRS2007) / Missouri Central',
2218,
'projected',
4499,
Null,
4759,
12432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3602,
'NAD83(NSRS2007) / Missouri East',
2219,
'projected',
4499,
Null,
4759,
12431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3603,
'NAD83(NSRS2007) / Missouri West',
2220,
'projected',
4499,
Null,
4759,
12433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3604,
'NAD83(NSRS2007) / Montana',
1395,
'projected',
4499,
Null,
4759,
12530,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3605 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3605,
'NAD83(NSRS2007) / Montana (ft)',
1395,
'projected',
4495,
Null,
4759,
15338,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3604. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3606,
'NAD83(NSRS2007) / Nebraska',
1396,
'projected',
4499,
Null,
4759,
12630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26868 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3607,
'NAD83(NSRS2007) / Nevada Central',
2223,
'projected',
4499,
Null,
4759,
12732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3608 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3608,
'NAD83(NSRS2007) / Nevada Central (ft US)',
2223,
'projected',
4497,
Null,
4759,
15382,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3609,
'NAD83(NSRS2007) / Nevada East',
2224,
'projected',
4499,
Null,
4759,
12731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3610 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3610,
'NAD83(NSRS2007) / Nevada East (ft US)',
2224,
'projected',
4497,
Null,
4759,
15381,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3609. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3611,
'NAD83(NSRS2007) / Nevada West',
2225,
'projected',
4499,
Null,
4759,
12733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3612 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3612,
'NAD83(NSRS2007) / Nevada West (ft US)',
2225,
'projected',
4497,
Null,
4759,
15383,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3611. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3613,
'NAD83(NSRS2007) / New Hampshire',
1398,
'projected',
4499,
Null,
4759,
12830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3614 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3614,
'NAD83(NSRS2007) / New Hampshire (ftUS)',
1398,
'projected',
4497,
Null,
4759,
15389,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3613. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3615,
'NAD83(NSRS2007) / New Jersey',
1399,
'projected',
4499,
Null,
4759,
12930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3616 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3616,
'NAD83(NSRS2007) / New Jersey (ft US)',
1399,
'projected',
4497,
Null,
4759,
15384,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3615. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3617,
'NAD83(NSRS2007) / New Mexico Central',
2231,
'projected',
4499,
Null,
4759,
13032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3618 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3618,
'NAD83(NSRS2007) / New Mexico Central (ftUS)',
2231,
'projected',
4497,
Null,
4759,
15340,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3617. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3619,
'NAD83(NSRS2007) / New Mexico East',
2228,
'projected',
4499,
Null,
4759,
13031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3620 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3620,
'NAD83(NSRS2007) / New Mexico East (ftUS)',
2228,
'projected',
4497,
Null,
4759,
15339,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3619. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3621,
'NAD83(NSRS2007) / New Mexico West',
2232,
'projected',
4499,
Null,
4759,
13033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3622 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3622,
'NAD83(NSRS2007) / New Mexico West (ftUS)',
2232,
'projected',
4497,
Null,
4759,
15341,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3621. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3623,
'NAD83(NSRS2007) / New York Central',
2233,
'projected',
4499,
Null,
4759,
13132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3624 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3624,
'NAD83(NSRS2007) / New York Central (ftUS)',
2233,
'projected',
4497,
Null,
4759,
15343,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3623. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3625,
'NAD83(NSRS2007) / New York East',
2234,
'projected',
4499,
Null,
4759,
13131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3626 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3626,
'NAD83(NSRS2007) / New York East (ftUS)',
2234,
'projected',
4497,
Null,
4759,
15342,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3625. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3627,
'NAD83(NSRS2007) / New York Long Island',
2235,
'projected',
4499,
Null,
4759,
13134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3628 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3628,
'NAD83(NSRS2007) / New York Long Island (ftUS)',
2235,
'projected',
4497,
Null,
4759,
15345,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3627. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3629,
'NAD83(NSRS2007) / New York West',
2236,
'projected',
4499,
Null,
4759,
13133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3630 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3630,
'NAD83(NSRS2007) / New York West (ftUS)',
2236,
'projected',
4497,
Null,
4759,
15344,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 36290. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3631,
'NAD83(NSRS2007) / North Carolina',
1402,
'projected',
4499,
Null,
4759,
13230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See CRS code 3632 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3632,
'NAD83(NSRS2007) / North Carolina (ftUS)',
1402,
'projected',
4497,
Null,
4759,
15346,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see CRS code 3631. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3633,
'NAD83(NSRS2007) / North Dakota North',
2237,
'projected',
4499,
Null,
4759,
13331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3634 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3634,
'NAD83(NSRS2007) / North Dakota North (ft)',
2237,
'projected',
4495,
Null,
4759,
15347,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3633. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3635,
'NAD83(NSRS2007) / North Dakota South',
2238,
'projected',
4499,
Null,
4759,
13332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3636 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3636,
'NAD83(NSRS2007) / North Dakota South (ft)',
2238,
'projected',
4495,
Null,
4759,
15348,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3635. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3637,
'NAD83(NSRS2007) / Ohio North',
2239,
'projected',
4499,
Null,
4759,
13431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3728 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3638,
'NAD83(NSRS2007) / Ohio South',
2240,
'projected',
4499,
Null,
4759,
13432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3729 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3639,
'NAD83(NSRS2007) / Oklahoma North',
2241,
'projected',
4499,
Null,
4759,
13531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3640 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3640,
'NAD83(NSRS2007) / Oklahoma North (ftUS)',
2241,
'projected',
4497,
Null,
4759,
15349,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3639. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3641,
'NAD83(NSRS2007) / Oklahoma South',
2242,
'projected',
4499,
Null,
4759,
13532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3642 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3642,
'NAD83(NSRS2007) / Oklahoma South (ftUS)',
2242,
'projected',
4497,
Null,
4759,
15350,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3641. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3643,
'NAD83(NSRS2007) / Oregon Lambert',
1406,
'projected',
4499,
Null,
4759,
13633,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). See code 3644 for non-metric definition. Replaces NAD83(HARN) / SPCS.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3644,
'NAD83(NSRS2007) / Oregon Lambert (ft)',
1406,
'projected',
4495,
Null,
4759,
15374,
Null,
Null,
'Used by Oregon agencies for publishing State-wide spatial data in a single projected system.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3643. Replaces NAD83(HARN) / SPCS.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3645,
'NAD83(NSRS2007) / Oregon North',
2243,
'projected',
4499,
Null,
4759,
13631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3646 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3646,
'NAD83(NSRS2007) / Oregon North (ft)',
2243,
'projected',
4495,
Null,
4759,
15351,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3645. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3647,
'NAD83(NSRS2007) / Oregon South',
2244,
'projected',
4499,
Null,
4759,
13632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3648 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3648,
'NAD83(NSRS2007) / Oregon South (ft)',
2244,
'projected',
4495,
Null,
4759,
15352,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3647. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3649,
'NAD83(NSRS2007) / Pennsylvania North',
2245,
'projected',
4499,
Null,
4759,
13731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3650 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3650,
'NAD83(NSRS2007) / Pennsylvania North (ftUS)',
2245,
'projected',
4497,
Null,
4759,
15353,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3649. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3651,
'NAD83(NSRS2007) / Pennsylvania South',
2246,
'projected',
4499,
Null,
4759,
13732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3652 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3652,
'NAD83(NSRS2007) / Pennsylvania South (ftUS)',
2246,
'projected',
4497,
Null,
4759,
15354,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3651. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3653,
'NAD83(NSRS2007) / Rhode Island',
1408,
'projected',
4499,
Null,
4759,
13830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3654 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3654,
'NAD83(NSRS2007) / Rhode Island (ftUS)',
1408,
'projected',
4497,
Null,
4759,
15390,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3653. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3655,
'NAD83(NSRS2007) / South Carolina',
1409,
'projected',
4499,
Null,
4759,
13930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). See code 3656 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3656,
'NAD83(NSRS2007) / South Carolina (ft)',
1409,
'projected',
4495,
Null,
4759,
15355,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of International feet (note: not US survey feet). Federal definition is metric - see code 3655. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3657,
'NAD83(NSRS2007) / South Dakota North',
2249,
'projected',
4499,
Null,
4759,
14031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3658 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3658,
'NAD83(NSRS2007) / South Dakota North (ftUS)',
2249,
'projected',
4497,
Null,
4759,
15394,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3657. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3659,
'NAD83(NSRS2007) / South Dakota South',
2250,
'projected',
4499,
Null,
4759,
14032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3660 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3660,
'NAD83(NSRS2007) / South Dakota South (ftUS)',
2250,
'projected',
4497,
Null,
4759,
15395,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3659. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3661,
'NAD83(NSRS2007) / Tennessee',
1411,
'projected',
4499,
Null,
4759,
14130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3662 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3662,
'NAD83(NSRS2007) / Tennessee (ftUS)',
1411,
'projected',
4497,
Null,
4759,
15356,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3661. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3663,
'NAD83(NSRS2007) / Texas Central',
2252,
'projected',
4499,
Null,
4759,
14233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3664 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3664,
'NAD83(NSRS2007) / Texas Central (ftUS)',
2252,
'projected',
4497,
Null,
4759,
15359,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3663. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3665,
'NAD83(NSRS2007) / Texas Centric Albers Equal Area',
1412,
'projected',
4499,
Null,
4759,
14254,
Null,
Null,
'Used for state-wide spatial data presentation requiring true area measurements.',
'For state-wide spatial data presentation requiring shape preservation use TCMS/LC (CRS code 3666). Replaces NAD83(HARN) / Texas Centric Albers Equal Area.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3666,
'NAD83(NSRS2007) / Texas Centric Lambert Conformal',
1412,
'projected',
4499,
Null,
4759,
14253,
Null,
Null,
'Used for state-wide spatial data presentation requiring shape preservation.',
'For state-wide spatial data presentation requiring true area measurements use TCMS/AEA (CRS code 3665). Replaces NAD83(HARN) / Texas Centric Lambert Conformal.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3667,
'NAD83(NSRS2007) / Texas North',
2253,
'projected',
4499,
Null,
4759,
14231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3668 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3668,
'NAD83(NSRS2007) / Texas North (ftUS)',
2253,
'projected',
4497,
Null,
4759,
15357,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3667. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3669,
'NAD83(NSRS2007) / Texas North Central',
2254,
'projected',
4499,
Null,
4759,
14232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3670 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3670,
'NAD83(NSRS2007) / Texas North Central (ftUS)',
2254,
'projected',
4497,
Null,
4759,
15358,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3669. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3671,
'NAD83(NSRS2007) / Texas South',
2528,
'projected',
4499,
Null,
4759,
14235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3672 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3672,
'NAD83(NSRS2007) / Texas South (ftUS)',
2528,
'projected',
4497,
Null,
4759,
15361,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3671. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3673,
'NAD83(NSRS2007) / Texas South Central',
2527,
'projected',
4499,
Null,
4759,
14234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3764 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3674,
'NAD83(NSRS2007) / Texas South Central (ftUS)',
2527,
'projected',
4497,
Null,
4759,
15360,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3673. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3675,
'NAD83(NSRS2007) / Utah Central',
2257,
'projected',
4499,
Null,
4759,
14332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3676,
'NAD83(NSRS2007) / Utah Central (ft)',
2257,
'projected',
4495,
Null,
4759,
15363,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3677,
'NAD83(NSRS2007) / Utah Central (ftUS)',
2257,
'projected',
4497,
Null,
4759,
15298,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3675. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3678,
'NAD83(NSRS2007) / Utah North',
2258,
'projected',
4499,
Null,
4759,
14331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3679,
'NAD83(NSRS2007) / Utah North (ft)',
2258,
'projected',
4495,
Null,
4759,
15362,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3680,
'NAD83(NSRS2007) / Utah North (ftUS)',
2258,
'projected',
4497,
Null,
4759,
15297,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3678. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3681,
'NAD83(NSRS2007) / Utah South',
2259,
'projected',
4499,
Null,
4759,
14333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS. State law defining use of International feet (note: not US survey feet) has been withdrawn.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3682,
'NAD83(NSRS2007) / Utah South (ft)',
2259,
'projected',
4495,
Null,
4759,
15364,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3683,
'NAD83(NSRS2007) / Utah South (ftUS)',
2259,
'projected',
4497,
Null,
4759,
15299,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defining use of International feet (note: not US survey feet) has been withdrawn. Federal definition is metric - see code 3681. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3684,
'NAD83(NSRS2007) / Vermont',
1414,
'projected',
4499,
Null,
4759,
14430,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3685,
'NAD83(NSRS2007) / Virginia North',
2260,
'projected',
4499,
Null,
4759,
14531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3686 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3686,
'NAD83(NSRS2007) / Virginia North (ftUS)',
2260,
'projected',
4497,
Null,
4759,
15365,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3685. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3687,
'NAD83(NSRS2007) / Virginia South',
2261,
'projected',
4499,
Null,
4759,
14532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3688 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3688,
'NAD83(NSRS2007) / Virginia South (ftUS)',
2261,
'projected',
4497,
Null,
4759,
15366,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3687. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3689,
'NAD83(NSRS2007) / Washington North',
2273,
'projected',
4499,
Null,
4759,
14631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3690 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3690,
'NAD83(NSRS2007) / Washington North (ftUS)',
2273,
'projected',
4497,
Null,
4759,
15367,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3689. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3691,
'NAD83(NSRS2007) / Washington South',
2274,
'projected',
4499,
Null,
4759,
14632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3692 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3692,
'NAD83(NSRS2007) / Washington South (ftUS)',
2274,
'projected',
4497,
Null,
4759,
15368,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3691. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3693,
'NAD83(NSRS2007) / West Virginia North',
2264,
'projected',
4499,
Null,
4759,
14731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26869 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3694,
'NAD83(NSRS2007) / West Virginia South',
2265,
'projected',
4499,
Null,
4759,
14732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26870 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3695,
'NAD83(NSRS2007) / Wisconsin Central',
2266,
'projected',
4499,
Null,
4759,
14832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3696 for equivalent non-metric definition. SReplaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3696,
'NAD83(NSRS2007) / Wisconsin Central (ftUS)',
2266,
'projected',
4497,
Null,
4759,
15370,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3695. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3697,
'NAD83(NSRS2007) / Wisconsin North',
2267,
'projected',
4499,
Null,
4759,
14831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3698 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3698,
'NAD83(NSRS2007) / Wisconsin North (ftUS)',
2267,
'projected',
4497,
Null,
4759,
15369,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3607. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3699,
'NAD83(NSRS2007) / Wisconsin South',
2268,
'projected',
4499,
Null,
4759,
14833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3700 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3700,
'NAD83(NSRS2007) / Wisconsin South (ftUS)',
2268,
'projected',
4497,
Null,
4759,
15371,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3699. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3701,
'NAD83(NSRS2007) / Wisconsin Transverse Mercator',
1418,
'projected',
4499,
Null,
4759,
14841,
Null,
Null,
'State-wide applications requiring a single system.',
'Designed as a single zone for the whole state. Replaces NAD27 / Wisconsin Transverse Mercator (CRS code 3069). Replaces NAD83(HARN) / Wisconsin Transverse Mercator.',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3702,
'NAD83(NSRS2007) / Wyoming East',
2269,
'projected',
4499,
Null,
4759,
14931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3730 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3703,
'NAD83(NSRS2007) / Wyoming East Central',
2270,
'projected',
4499,
Null,
4759,
14932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3731 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3704,
'NAD83(NSRS2007) / Wyoming West Central',
2272,
'projected',
4499,
Null,
4759,
14933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3732 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3705,
'NAD83(NSRS2007) / Wyoming West',
2271,
'projected',
4499,
Null,
4759,
14934,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. See code 3733 for equivalent non-metric definition. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3706,
'NAD83(NSRS2007) / UTM zone 59N',
3372,
'projected',
4400,
Null,
4759,
16059,
Null,
Null,
'Medium scale topographic mapping.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 59N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3707,
'NAD83(NSRS2007) / UTM zone 60N',
3373,
'projected',
4400,
Null,
4759,
16060,
Null,
Null,
'Medium scale topographic mapping.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 60N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3708,
'NAD83(NSRS2007) / UTM zone 1N',
3374,
'projected',
4400,
Null,
4759,
16001,
Null,
Null,
'Medium scale topographic mapping.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 1N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3709,
'NAD83(NSRS2007) / UTM zone 2N',
3375,
'projected',
4400,
Null,
4759,
16002,
Null,
Null,
'Medium scale topographic mapping.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 2N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3710,
'NAD83(NSRS2007) / UTM zone 3N',
2133,
'projected',
4400,
Null,
4759,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 3N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3711,
'NAD83(NSRS2007) / UTM zone 4N',
2134,
'projected',
4400,
Null,
4759,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 4N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3712,
'NAD83(NSRS2007) / UTM zone 5N',
2135,
'projected',
4400,
Null,
4759,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 5N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3713,
'NAD83(NSRS2007) / UTM zone 6N',
2136,
'projected',
4400,
Null,
4759,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 6N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3714,
'NAD83(NSRS2007) / UTM zone 7N',
3494,
'projected',
4400,
Null,
4759,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 7N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3715,
'NAD83(NSRS2007) / UTM zone 8N',
3495,
'projected',
4400,
Null,
4759,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 8N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3716,
'NAD83(NSRS2007) / UTM zone 9N',
3496,
'projected',
4400,
Null,
4759,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaces NAD83 / UTM zone 9N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3717,
'NAD83(NSRS2007) / UTM zone 10N',
3497,
'projected',
4400,
Null,
4759,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 10N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3718,
'NAD83(NSRS2007) / UTM zone 11N',
3498,
'projected',
4400,
Null,
4759,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 11N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3719,
'NAD83(NSRS2007) / UTM zone 12N',
3499,
'projected',
4400,
Null,
4759,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 12N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3720,
'NAD83(NSRS2007) / UTM zone 13N',
3500,
'projected',
4400,
Null,
4759,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 13N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3721,
'NAD83(NSRS2007) / UTM zone 14N',
3501,
'projected',
4400,
Null,
4759,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 14N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3722,
'NAD83(NSRS2007) / UTM zone 15N',
3502,
'projected',
4400,
Null,
4759,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 15N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3723,
'NAD83(NSRS2007) / UTM zone 16N',
3503,
'projected',
4400,
Null,
4759,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 16N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3724,
'NAD83(NSRS2007) / UTM zone 17N',
3504,
'projected',
4400,
Null,
4759,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 17N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3725,
'NAD83(NSRS2007) / UTM zone 18N',
3505,
'projected',
4400,
Null,
4759,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 18N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3726,
'NAD83(NSRS2007) / UTM zone 19N',
3506,
'projected',
4400,
Null,
4759,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / UTM zone 19N.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3727,
'Reunion 1947 / TM Reunion',
3337,
'projected',
4499,
Null,
4626,
19856,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Reunion 1947 / Gauss Laborde Reunion (alias Piton des Neiges / Gauss Laborde Reunion). Replaced by RGR92 / UTM zone 40S (CRS code 2975).',
'IGN Paris',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3728,
'NAD83(NSRS2007) / Ohio North (ftUS)',
2239,
'projected',
4497,
Null,
4759,
13433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3637. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3729,
'NAD83(NSRS2007) / Ohio South (ftUS)',
2240,
'projected',
4497,
Null,
4759,
13434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3638. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3730,
'NAD83(NSRS2007) / Wyoming East (ftUS)',
2269,
'projected',
4497,
Null,
4759,
14935,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3702. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3731,
'NAD83(NSRS2007) / Wyoming East Central (ftUS)',
2270,
'projected',
4497,
Null,
4759,
14936,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3703. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3732,
'NAD83(NSRS2007) / Wyoming West Central (ftUS)',
2272,
'projected',
4497,
Null,
4759,
14937,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3704. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3733,
'NAD83(NSRS2007) / Wyoming West (ftUS)',
2271,
'projected',
4497,
Null,
4759,
14938,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3705. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3734,
'NAD83 / Ohio North (ftUS)',
2239,
'projected',
4497,
Null,
4269,
13433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32122. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3735,
'NAD83 / Ohio South (ftUS)',
2240,
'projected',
4497,
Null,
4269,
13434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32123. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3736,
'NAD83 / Wyoming East (ftUS)',
2269,
'projected',
4497,
Null,
4269,
14935,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32155. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3737,
'NAD83 / Wyoming East Central (ftUS)',
2270,
'projected',
4497,
Null,
4269,
14936,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32156. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3738,
'NAD83 / Wyoming West Central (ftUS)',
2272,
'projected',
4497,
Null,
4269,
14937,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32157. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3739,
'NAD83 / Wyoming West (ftUS)',
2271,
'projected',
4497,
Null,
4269,
14938,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32158. Replaced by NAD83(HARN) / SPCS for applications with an accuracy of better than 3 feet.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3740,
'NAD83(HARN) / UTM zone 10N',
3497,
'projected',
4400,
Null,
4152,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 10N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 10N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3741,
'NAD83(HARN) / UTM zone 11N',
3498,
'projected',
4400,
Null,
4152,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 11N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 11N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3742,
'NAD83(HARN) / UTM zone 12N',
3499,
'projected',
4400,
Null,
4152,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 12N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 12N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3743,
'NAD83(HARN) / UTM zone 13N',
3500,
'projected',
4400,
Null,
4152,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 13N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 13N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3744,
'NAD83(HARN) / UTM zone 14N',
3501,
'projected',
4400,
Null,
4152,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 14N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 14N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3745,
'NAD83(HARN) / UTM zone 15N',
3502,
'projected',
4400,
Null,
4152,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 15N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 15N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3746,
'NAD83(HARN) / UTM zone 16N',
3503,
'projected',
4400,
Null,
4152,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 16N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 16N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3747,
'NAD83(HARN) / UTM zone 17N',
3504,
'projected',
4400,
Null,
4152,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 17N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 17N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3748,
'NAD83(HARN) / UTM zone 18N',
3505,
'projected',
4400,
Null,
4152,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 18N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 18N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3749,
'NAD83(HARN) / UTM zone 19N',
3506,
'projected',
4400,
Null,
4152,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83 / UTM zone 19N for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / UTM zone 19N.',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3750,
'NAD83(HARN) / UTM zone 4N',
3488,
'projected',
4400,
Null,
4152,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3751,
'NAD83(HARN) / UTM zone 5N',
3491,
'projected',
4400,
Null,
4152,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'US National Geodetic Survey (NGS) http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3752,
'WGS 84 / Mercator 41',
3508,
'projected',
4499,
Null,
4326,
19855,
Null,
Null,
'Medium and small scale mapping.',
'',
'New Zealand National Institute for Water and Atmospheric Research',
'OGP',
TO_DATE('2007-03-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3753,
'NAD83(HARN) / Ohio North (ftUS)',
2239,
'projected',
4497,
Null,
4152,
13433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2834. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3754,
'NAD83(HARN) / Ohio South (ftUS)',
2240,
'projected',
4497,
Null,
4152,
13434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2835. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3755,
'NAD83(HARN) / Wyoming East (ftUS)',
2269,
'projected',
4497,
Null,
4152,
14935,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2862. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3756,
'NAD83(HARN) / Wyoming East Central (ftUS)',
2270,
'projected',
4497,
Null,
4152,
14936,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2863. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3757,
'NAD83(HARN) / Wyoming West Central (ftUS)',
2272,
'projected',
4497,
Null,
4152,
14937,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2864. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3758,
'NAD83(HARN) / Wyoming West (ftUS)',
2271,
'projected',
4497,
Null,
4152,
14938,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 2865. Replaces NAD83 / SPCS for applications with an accuracy of better than 3 feet. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3759,
'NAD83 / Hawaii zone 3 (ftUS)',
1548,
'projected',
4497,
Null,
4269,
15138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey of Honolulu County.',
'State has no law defining grid unit; system therefore not recognised by Federal authorities. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'City and County of Honolulu, http://www.honoluludpp.org',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3760,
'NAD83(HARN) / Hawaii zone 3 (ftUS)',
1548,
'projected',
4497,
Null,
4152,
15138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey of Honolulu County.',
'State has no law defining grid unit; system therefore not recognised by Federal authorities. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft.',
'City and County of Honolulu, http://www.honoluludpp.org',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3761,
'NAD83(CSRS) / UTM zone 22N',
2152,
'projected',
4400,
Null,
4617,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geomatics Canada. http://ess.nrcan.gc.ca/geocan/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3762,
'WGS 84 / South Georgia Lambert',
3529,
'projected',
4400,
Null,
4326,
19854,
Null,
Null,
'GIS',
'',
'British Antarctic Survey.',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3763,
'ETRS89 / Portugal TM06',
1294,
'projected',
4499,
Null,
4258,
19853,
Null,
Null,
'Medium scale topographic mapping.',
'',
'Instituto Geografico Portugues (IGP).',
'OGP',
TO_DATE('2007-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3764,
'NZGD2000 / Chatham Island Circuit 2000',
2889,
'projected',
4500,
Null,
4167,
17959,
Null,
Null,
'Cadastral surveys.',
'Officially withdrawn on 6 June 2006. Should not be used for new datasets. Replaced by NZGD2000 / Chatham Island TM 2000 (CRS code 3793).',
'Land Information New Zealand, OSG Policy Document 996; November 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3765,
'HTRS96 / Croatia TM',
3234,
'projected',
4400,
Null,
4761,
19851,
Null,
Null,
'Cadastral surveys, large scale topographic mapping, engineering survey.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3766,
'HTRS96 / Croatia LCC',
1076,
'projected',
4400,
Null,
4761,
19852,
Null,
Null,
'Cadastral surveys, large scale topographic mapping, engineering survey.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3767,
'HTRS96 / UTM zone 33N',
3539,
'projected',
4400,
Null,
4761,
16033,
Null,
Null,
'Military survey.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3768,
'HTRS96 / UTM zone 34N',
3538,
'projected',
4400,
Null,
4761,
16034,
Null,
Null,
'Military survey.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3769,
'Bermuda 1957 / UTM zone 20N',
3221,
'projected',
4400,
Null,
4216,
16020,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by BDA2000 / Bermuda 2000 National Grid (alias BNG2000) (CRS code 3770).',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3770,
'BDA2000 / Bermuda 2000 National Grid',
1047,
'projected',
4400,
Null,
4762,
19849,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Bermuda 1957 / UTM zone 20N (alias Bermuda National Grid) CRS code 3769).',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3771,
'NAD27 / Alberta 3TM ref merid 111 W',
3543,
'projected',
4400,
Null,
4267,
17722,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to east of 112degW; however use of NAD27 / UTM zone 12N (CRS code 26712) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3772,
'NAD27 / Alberta 3TM ref merid 114 W',
3542,
'projected',
4400,
Null,
4267,
17723,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 116degW and 112degW; however use of NAD27 / UTM zones 11N and 12N (CRS codes 26711 and 26712) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3773,
'NAD27 / Alberta 3TM ref merid 117 W',
3541,
'projected',
4400,
Null,
4267,
17724,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 118degW and 116degW; however use of NAD27 / UTM zone 11N (CRS code 26711) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3774,
'NAD27 / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4267,
17725,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD27 / UTM zone 11N (CRS code 26711) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-01-11'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3775,
'NAD83 / Alberta 3TM ref merid 111 W',
3543,
'projected',
4400,
Null,
4269,
17722,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to east of 112degW; however use of NAD83 / UTM zone 12N (CRS code 26912) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3776,
'NAD83 / Alberta 3TM ref merid 114 W',
3542,
'projected',
4400,
Null,
4269,
17723,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 116degW and 112degW; however use of NAD83 / UTM zones 11N and 12N (CRS codes 26911 and 26912) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3777,
'NAD83 / Alberta 3TM ref merid 117 W',
3541,
'projected',
4400,
Null,
4269,
17724,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 118degW and 116degW; however use of NAD83 / UTM zone 11N (CRS code 26911) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3778,
'NAD83 / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4269,
17725,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD83 / UTM zone 11N (CRS code 26911) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-01-11'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3779,
'NAD83(CSRS) / Alberta 3TM ref merid 111 W',
3543,
'projected',
4400,
Null,
4617,
17722,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to east of 112degW; however use of NAD83(CSRS) / UTM zone 12N (CRS code 2956) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3780,
'NAD83(CSRS) / Alberta 3TM ref merid 114 W',
3542,
'projected',
4400,
Null,
4617,
17723,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 116degW and 112degW; however use of NAD83(CSRS) / UTM zones 11N and 12N (CRS codes 2955 and 2956) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3781,
'NAD83(CSRS) / Alberta 3TM ref merid 117 W',
3541,
'projected',
4400,
Null,
4617,
17724,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to between 118degW and 116degW; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) is encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3782,
'NAD83(CSRS) / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4617,
17725,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-01-11'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3783,
'Pitcairn 2006 / Pitcairn TM 2006',
3208,
'projected',
4400,
Null,
4763,
19848,
Null,
Null,
'Cadastre, topographic mapping and engineering survey.',
'Replaces Pitcairn 1967 / UTM zone 9S (CRS code 3784). For practical purposes may be considered to be WGS 84 / Pitcairn TM 2006.',
'Pitcairn Island Government.',
'OGP',
TO_DATE('2008-01-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3784,
'Pitcairn 1967 / UTM zone 9S',
3208,
'projected',
4400,
Null,
4729,
16109,
Null,
Null,
'Topographic mapping.',
'Replaced by Pitcairn 2006 / Pitcairn TM 2006 (CRS code 3783).',
'US Army Corps of Enginners.',
'OGP',
TO_DATE('2008-01-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3785,
'Popular Visualisation CRS / Mercator',
3544,
'projected',
4499,
Null,
4055,
19847,
Null,
Null,
'Certain Web mapping and visualisation applications.',
'Uses spherical development. Relative to an ellipsoidal development errors of up to 800 metres in position and 0.7% in scale may arise. Some applications call this WGS 84. It is not a recognised geodetic system: see WGS 84 / World Mercator (CRS code 3395)',
'Microsoft.',
'OGP',
TO_DATE('2008-03-14'),
'2008.114',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3786,
'World Equidistant Cylindrical (Sphere)',
1262,
'projected',
4499,
Null,
4047,
19968,
Null,
Null,
'Certain Web mapping and visualisation applications.',
'Uses spherical development. Relative to an ellipsoidal development errors of up to 800 metres in position and 0.7% in scale may arise. It is not a recognised geodetic system: see WGS 84 / Plate Carree (CRS code 32663).',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2009.023',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3787,
'MGI / Slovene National Grid',
1212,
'projected',
4498,
Null,
4312,
19845,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces MGI / Balkans zone 5 (D48 zone 5) (CRS code 31275) in Slovenia. Replaced by D96/TM (CRS code 3794).',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-04-11'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3788,
'NZGD2000 / Auckland Islands TM 2000',
3554,
'projected',
4500,
Null,
4167,
17960,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3789,
'NZGD2000 / Campbell Island TM 2000',
3555,
'projected',
4500,
Null,
4167,
17961,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3790,
'NZGD2000 / Antipodes Islands TM 2000',
3556,
'projected',
4500,
Null,
4167,
17962,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3791,
'NZGD2000 / Raoul Island TM 2000',
3557,
'projected',
4500,
Null,
4167,
17963,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3793,
'NZGD2000 / Chatham Islands TM 2000',
2889,
'projected',
4500,
Null,
4167,
17965,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'Replaces NZGD2000 / Chatham Island Circuit 2000 (CRS code 3764).',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3794,
'Slovenia 1996 / Slovene National Grid',
1212,
'projected',
4400,
Null,
4765,
19845,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces D48/GK (CRS code 3787).',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3795,
'NAD27 / Cuba Norte',
1487,
'projected',
4532,
Null,
4267,
18063,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Institut Cubano di Hidrografia (ICH)',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3796,
'NAD27 / Cuba Sur',
1488,
'projected',
4532,
Null,
4267,
18064,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Institut Cubano di Hidrografia (ICH)',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3797,
'NAD27 / MTQ Lambert',
1368,
'projected',
4499,
Null,
4267,
19844,
Null,
Null,
'Province-wide data management and mapping of road infrastructures.',
'Replaced by NAD83 / MTQ Lambert (CRS code 3798).',
'Ministere des Transports du Quebec, http://www.mtq.gouv.qc.ca',
'OGP',
TO_DATE('2008-04-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3798,
'NAD83 / MTQ Lambert',
1368,
'projected',
4499,
Null,
4269,
19844,
Null,
Null,
'Province-wide data management and mapping of road infrastructures.',
'Replaces NAD27 / MTQ Lambert (CRS code 3797). For accuracies better tham 1m replaced by NAD83(CSRS) / MTQ Lambert (CRS code 3799).',
'Ministere des Transports du Quebec, http://www.mtq.gouv.qc.ca',
'OGP',
TO_DATE('2008-04-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3799,
'NAD83(CSRS) / MTQ Lambert',
1368,
'projected',
4499,
Null,
4617,
19844,
Null,
Null,
'Province-wide data management and mapping of road infrastructures.',
'This CRS may sometimes be called "NAD83 / MTQ Lambert". That is the name of a different system (CRS code 3798). Although the positional differences are not significant for provincial-scale mapping they may be significant for data management.',
'Ministere des Transports du Quebec, http://www.mtq.gouv.qc.ca',
'OGP',
TO_DATE('2008-04-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3800,
'NAD27 / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4267,
17726,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD27 / UTM zone 11N (CRS code 26711) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3801,
'NAD83 / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4269,
17726,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD83 / UTM zone 11N (CRS code 26911) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3802,
'NAD83(CSRS) / Alberta 3TM ref merid 120 W',
3540,
'projected',
4400,
Null,
4617,
17726,
Null,
Null,
'Cadastre, survey control and engineering survey in urban areas, typically in all municipalities that previously comprised the 73 Municipal Integrated Surveying and Mapping (MISAM) areas, also known as urban cadastral map areas. For rural areas use UTM.',
'If used for rural area control markers, area of use is amended to west of 118degW; however use of NAD83(CSRS) / UTM zone 11N (CRS code 2955) encouraged in these rural areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheets 2, 6 and 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3812,
'ETRS89 / Belgian Lambert 2008',
1347,
'projected',
4499,
Null,
4258,
3811,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ETRS89 / Lambert 2005 (code 3447). Coordinates referenced to ETRS89 / Lambert 2008 differ from coordinates referenced to BD72 / Lambert 1972 (CRS code 31370) by approximately 500km in easting and northing.',
'IGN Brussels; www.ngi.be/',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3814,
'NAD83 / Mississippi TM',
1393,
'projected',
4499,
Null,
4269,
3813,
Null,
Null,
'Development and storage of geographic data for whole State in single projected system.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Mississippi TM (code 3815).',
'Mississippi Department of Transportation / Mississippi Automated Resource Information System (MARIS), http://www.maris.state.ms.us/',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3815,
'NAD83(HARN) / Mississippi TM',
1393,
'projected',
4499,
Null,
4152,
3813,
Null,
Null,
'Development and storage of geographic data for whole State in single projected system.',
'For applications with an accuracy of better than 1m, replaced by NAD83 / Mississippi TM (code 3814). Replaced by NAD83(CSRS2007) / Mississippi TM (CRS code 3816).',
'Mississippi Department of Transportation / Mississippi Automated Resource Information System (MARIS), http://www.maris.state.ms.us/',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3816,
'NAD83(NSRS2007) / Mississippi TM',
1393,
'projected',
4499,
Null,
4759,
3813,
Null,
Null,
'Development and storage of geographic data for whole State in single projected system.',
'Replaces NAD83(HARN) / Mississippi TM (CRS code 3815).',
'Mississippi Department of Transportation / Mississippi Automated Resource Information System (MARIS), http://www.maris.state.ms.us/',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3819,
'HD1909',
1119,
'geographic 2D',
6422,
1024,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced earlier HD1863 adjustment also on Bessel ellipsoid. Both HD1863 and HD1909 were originally on Ferro Prime Meridian but subsequently converted to Greenwich. Replaced by HD72 (CRS code 4237).',
'Timar, Molnar and Marta in Geodezia es Kartografia 55(3) pp16-21. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3821,
'TWD67',
3315,
'geographic 2D',
6422,
1025,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Shares the same origin point with the earlier Hu Tzu Shan system (CRS code 4236) but away from this point coordinates differ. Do not confuse!',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3822,
'TWD97',
1228,
'geocentric',
6500,
1026,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3823,
'TWD97',
1228,
'geographic 3D',
6423,
1026,
3822,
15592,
Null,
Null,
'Geodetic survey.',
'',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3824,
'TWD97',
1228,
'geographic 2D',
6422,
1026,
3823,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3825,
'TWD97 / TM2 zone 119',
3591,
'projected',
4499,
Null,
3824,
3818,
Null,
Null,
'Topographic and engineering survey.',
'Except for cadastral use, replaces TWD67 / TM2 zone 119 (CRS code 3827).',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3826,
'TWD97 / TM2 zone 121',
3562,
'projected',
4499,
Null,
3824,
3820,
Null,
Null,
'Topographic and engineering survey.',
'Except for cadastral use, replaces TWD67 / TM2 zone 121 (CRS code 3828).',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3827,
'TWD67 / TM2 zone 119',
3591,
'projected',
4499,
Null,
3821,
3818,
Null,
Null,
'Cadastral, topographic and engineering survey.',
'Except for cadastral use, replaced by TWD97 / TM2 zone 119 (CRS code 3825).',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3828,
'TWD67 / TM2 zone 121',
3562,
'projected',
4499,
Null,
3821,
3820,
Null,
Null,
'Cadastral, topographic and engineering survey.',
'Except for cadastral use, replaced by TWD97 / TM2 zone 121 (CRS code 3826).',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3829,
'Hu Tzu Shan 1950 / UTM zone 51N',
3315,
'projected',
4400,
Null,
4236,
16051,
Null,
Null,
'Military mapping.',
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3832,
'WGS 84 / PDC Mercator',
3172,
'projected',
4400,
Null,
4326,
3831,
Null,
Null,
'Small scale mapping and analysis.',
'',
'Pacific Disaster Center, Kihei, Hawaii, USA.',
'OGP',
TO_DATE('2008-09-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3833,
'Pulkovo 1942(58) / Gauss-Kruger zone 2',
3575,
'projected',
4530,
Null,
4179,
16202,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'Replaced by Pulkovo 1942(83) / Gauss-Kruger zone 2 (CRS code 3834).',
'Various industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3834,
'Pulkovo 1942(83) / Gauss-Kruger zone 2',
3575,
'projected',
4530,
Null,
4178,
16202,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'Replaces Pulkovo 1942(58) / Gauss-Kruger zone 2 (CRS code 3833).',
'Various industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3835,
'Pulkovo 1942(83) / Gauss-Kruger zone 3',
3576,
'projected',
4530,
Null,
4178,
16203,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'Replaces Pulkovo 1942(58) / Gauss-Kruger zone 3 (CRS code 3333).',
'Various industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3836,
'Pulkovo 1942(83) / Gauss-Kruger zone 4',
3578,
'projected',
4530,
Null,
4178,
16204,
Null,
Null,
'Military medium scale (1/10000 and smaller) topographic mapping and survey.',
'Replaces Pulkovo 1942(58) / Gauss-Kruger zone 4 (CRS code 3334).',
'Various industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3837,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 3',
1512,
'projected',
4530,
Null,
4179,
16263,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 3 (CRS code 2397).',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3838,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 4',
1513,
'projected',
4530,
Null,
4179,
16264,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaced by Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 4 (CRS code 2398).',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3839,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 9',
3587,
'projected',
4530,
Null,
4179,
16269,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3840,
'Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 10',
3588,
'projected',
4530,
Null,
4179,
16270,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3841,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 6',
3582,
'projected',
4530,
Null,
4178,
16266,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 6 (CRS code 3330).',
'OGP',
'OGP',
TO_DATE('2009-07-04'),
'2009.053',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3842,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7',
3584,
'projected',
4530,
Null,
4178,
16266,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7 (CRS code 3331).',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'2009.051',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3843,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8',
3586,
'projected',
4530,
Null,
4178,
16266,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8 (CRS code 3332).',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'2009.051',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3844,
'Pulkovo 1942(58) / Stereo70',
1197,
'projected',
4530,
Null,
4179,
19926,
Null,
Null,
'Non-military large and medium scale topographic mapping and engineering survey.',
'',
'ANCPI',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3845,
'SWEREF99 / RT90 7.5 gon V emulation',
2845,
'projected',
4530,
Null,
4619,
17339,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 7.5 gon V (CRS code 3019) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3846,
'SWEREF99 / RT90 5 gon V emulation',
2846,
'projected',
4530,
Null,
4619,
17340,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 5 gon V (CRS code 3020) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3847,
'SWEREF99 / RT90 2.5 gon V emulation',
2847,
'projected',
4530,
Null,
4619,
17341,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 2.5 gon V (CRS code 3021) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3848,
'SWEREF99 / RT90 0 gon emulation',
2848,
'projected',
4530,
Null,
4619,
17342,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 0 gon (CRS code 3022) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3849,
'SWEREF99 / RT90 2.5 gon O emulation',
2849,
'projected',
4530,
Null,
4619,
17343,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 2.5 gon O (CRS code 3023) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3850,
'SWEREF99 / RT90 5 gon O emulation',
2850,
'projected',
4530,
Null,
4619,
17344,
Null,
Null,
'User-defined CRS in GPS receiver.',
'Approximates RT90 5 gon O (CRS code 3024) to an accuracy of 0.2m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-02-18'),
'2010.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3851,
'NZGD2000 / NZCS2000',
3593,
'projected',
4500,
Null,
4167,
17964,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections, version 2; 24 July 2008.',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3852,
'RSRGD2000 / DGLC2000',
3592,
'projected',
4500,
Null,
4764,
17966,
Null,
Null,
'Topographic mapping, cadastral and engineering surveys.',
'',
'Land Information New Zealand: LINZS25007 Standard for Darwin Glacier Lambert Conformal Projection; 13 November 2008.',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3854,
'County ST74',
3608,
'projected',
4531,
Null,
4619,
3853,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Simulation of engineering (regional) CRS through a Sweref-related projected CRS. Accuracy better than 0.05m when used together with a Gtrans reprojection model otherwise not better than 0.1m. In Stockholm commune, replaces ST74 (CRS code 3152).',
'Surveying Department, Stockholm City Planning Administration.',
'OGP',
TO_DATE('2009-01-30'),
'2008.111',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3855,
'EGM2008 geoid height',
1262,
'vertical',
6499,
1027,
Null,
Null,
Null,
Null,
'Geodesy.',
'Height surface resulting from the application of the EGM2008 geoid model to the WGS 84 ellipsoid. Replaces EGM96 geoid (CRS code 5773).',
'http://earth-info.nga.mil/GandG/wgs84/gravitymod/egm2008/egm08_wgs84.html',
'OGP',
TO_DATE('2009-01-30'),
'2008.097',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3857,
'WGS 84 / Pseudo-Mercator',
3544,
'projected',
4499,
Null,
4326,
3856,
Null,
Null,
'Certain Web mapping and visualisation applications.',
'Uses spherical development of ellipsoidal coordinates. Relative to an ellipsoidal development errors of up to 800 metres in position and 0.7 percent in scale may arise. It is not a recognised geodetic system: see WGS 84 / World Mercator (CRS code 3395).',
'Microsoft.',
'OGP',
TO_DATE('2009-02-09'),
'2008.114',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3886,
'Fao 1979 height',
3625,
'vertical',
6499,
1028,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces Fao height (CRS code 5751) for national map agency work in Iraq. At time of record creation some irrigation project data still referenced to Fao. Usage in oil industry is uncertain.',
'Survey Department, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2010-03-01'),
'2009.003 2010.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3887,
'IGRS',
1124,
'geocentric',
6500,
1029,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3888,
'IGRS',
1124,
'geographic 3D',
6423,
1029,
3887,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3889,
'IGRS',
1124,
'geographic 2D',
6422,
1029,
3888,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3890,
'IGRS / UTM zone 37N',
3387,
'projected',
4400,
Null,
3889,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3891,
'IGRS / UTM zone 38N',
3388,
'projected',
4400,
Null,
3889,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3892,
'IGRS / UTM zone 39N',
3389,
'projected',
4400,
Null,
3889,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3893,
'ED50 / Iraq National Grid',
3625,
'projected',
4400,
Null,
4230,
19907,
Null,
Null,
'Military survey during 1950''s and 1960''s.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-03-16'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3906,
'MGI 1901',
2370,
'geographic 2D',
6422,
1031,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Adopted in 1924 replacing MGI (Ferro) (CRS code 4805). Densified in 1948. In Slovenia replaced by D96 (CRS code 4765). In Croatia replaced by HTRS96 (CRS code 4761). In Serbia replaced by SREF98 (CRS code 4075).',
'Various industry sources.',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3907,
'MGI 1901 / Balkans zone 5',
1709,
'projected',
4530,
Null,
3906,
18275,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 1924. In Slovenia replaced by D48 / GK (CRS code 3787). In Croatia replaced by HTRS96 / Croatia TM (CRS code 3765).',
'OGP',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3908,
'MGI 1901 / Balkans zone 6',
1710,
'projected',
4530,
Null,
3906,
18276,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 1924. In Croatia replaced by HTRS96 / Croatia TM (CRS code 3765).',
'OGP',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3909,
'MGI 1901 / Balkans zone 7',
1711,
'projected',
4530,
Null,
3906,
18277,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 1924.',
'OGP',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3910,
'MGI 1901 / Balkans zone 8',
1712,
'projected',
4530,
Null,
3906,
18278,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 1924.',
'OGP',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3911,
'MGI 1901 / Slovenia Grid',
1212,
'projected',
4530,
Null,
3906,
19967,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Truncated form of MGI 1901 / Balkans zone 5 (CRS code 3968). Replaced by D48/GK (CRS code 3912) soon after Slovenian independence.',
'',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3912,
'MGI 1901 / Slovene National Grid',
1212,
'projected',
4498,
Null,
3906,
19845,
Null,
Null,
'Large and medium scale topographic mapping, engineering survey and cadastre.',
'In Slovenia replaces MGI 1901 / Balkans zone 5 (D48 zone 5) (CRS code 3968) and MGI 1901 / Slovenia Grid (CRS code 3911). Replaced by D96/TM (CRS code 3794) although old cadastral records still related to D48/GK.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3920,
'Puerto Rico / UTM zone 20N',
3329,
'projected',
4400,
Null,
4139,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'NAD27 / UTM zone 20N (code 26720) used for military purposes. In 2002 replaced by NAD83 / UTM zone 20N (CRS code 26920).',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2009-09-05'),
'2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3942,
'RGF93 / CC42',
3545,
'projected',
4499,
Null,
4171,
18101,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3943,
'RGF93 / CC43',
3546,
'projected',
4499,
Null,
4171,
18102,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3944,
'RGF93 / CC44',
3547,
'projected',
4499,
Null,
4171,
18103,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3945,
'RGF93 / CC45',
3548,
'projected',
4499,
Null,
4171,
18104,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3946,
'RGF93 / CC46',
3549,
'projected',
4499,
Null,
4171,
18105,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3947,
'RGF93 / CC47',
3550,
'projected',
4499,
Null,
4171,
18106,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3948,
'RGF93 / CC48',
3551,
'projected',
4499,
Null,
4171,
18107,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3949,
'RGF93 / CC49',
3552,
'projected',
4499,
Null,
4171,
18108,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3950,
'RGF93 / CC50',
3553,
'projected',
4499,
Null,
4171,
18109,
Null,
Null,
'Cadastral and engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3968,
'NAD83 / Virginia Lambert',
1415,
'projected',
4499,
Null,
4269,
3967,
Null,
Null,
'State-wide spatial data presentation and mapping.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Virginia Lambert (CRS code 3969).',
'Virginia Information Technologies Agency; http://gisdata.virginia.gov/Portal/',
'OGP',
TO_DATE('2009-04-08'),
'2009.020',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3969,
'NAD83(HARN) / Virginia Lambert',
1415,
'projected',
4499,
Null,
4152,
3967,
Null,
Null,
'State-wide spatial data presentation and mapping.',
'Replaces NAD83 / Virginia Lambert (CRS code 3968) for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Virginia Lambert (CRS code 3970).',
'Virginia Information Technologies Agency; http://gisdata.virginia.gov/Portal/',
'OGP',
TO_DATE('2009-04-08'),
'2009.020',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3970,
'NAD83(NSRS2007) / Virginia Lambert',
1415,
'projected',
4499,
Null,
4759,
3967,
Null,
Null,
'State-wide spatial data presentation and mapping.',
'Replaces NAD83(HARN) / Virginia Lambert (CRS code 3969).',
'Virginia Information Technologies Agency; http://gisdata.virginia.gov/Portal/',
'OGP',
TO_DATE('2009-04-08'),
'2009.020',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3973,
'WGS 84 / NSIDC EASE-Grid North',
3475,
'projected',
4469,
Null,
4326,
3897,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences.',
'Alternative to NSIDC EASE-Grid North, CRS code 3408. Because of application of spherical projection method to an ellipsoid model of the earth the equal area properties are not maintained. See CRS 3408 info source for equations for EASE-Grid overlay.',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-04-25'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3974,
'WGS 84 / NSIDC EASE-Grid South',
3474,
'projected',
4470,
Null,
4326,
3898,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences.',
'Alternative to NSIDC EASE-Grid South, CRS code 3409. Because of application of spherical projection method to an ellipsoid model of the earth the equal area properties are not maintained. See CRS 3409 info source for equations for EASE-Grid overlay.',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-04-25'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3975,
'WGS 84 / NSIDC EASE-Grid Global',
3463,
'projected',
4499,
Null,
4326,
19869,
Null,
Null,
'Gridding and small scale and digital mapping for environmental sciences in mid- and low latitudes.',
'Alternative to NSIDC EASE-Grid Global, CRS code 3410. Because of application of spherical projection method to an ellipsoid model of the earth the equal area properties are not maintained. See CRS 3410 info source for equations for EASE-Grid overlay.',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-04-25'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3976,
'WGS 84 / NSIDC Sea Ice Polar Stereographic South',
1997,
'projected',
4470,
Null,
4326,
19866,
Null,
Null,
'Polar research.',
'Geodetically preferred alternative to NSIDC PS South (see CRS code 3412).',
'US National Snow and Ice Data Center.',
'OGP',
TO_DATE('2009-04-25'),
'2008.109',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3978,
'NAD83 / Canada Atlas Lambert',
1061,
'projected',
4400,
Null,
4269,
3977,
Null,
Null,
'Atlas of Canada and nationwide web mapping applications.',
'Data may sometimes be referenced to NAD83(CSRS) / Canada Atlas Lambert (see CRS code 3979) which is then called "NAD83 / Canada Lambert". At the scales involved the difference of under 2 metres between the two CRSs may not be significant.',
'Statistics Canada.',
'OGP',
TO_DATE('2009-04-26'),
'2009.012',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3979,
'NAD83(CSRS) / Canada Atlas Lambert',
1061,
'projected',
4400,
Null,
4617,
3977,
Null,
Null,
'Atlas of Canada and nationwide web mapping applications.',
'This CRS may sometimes be called "NAD83 / Canada Atlas Lambert". That is the name of a different system (see CRS code 3978) but at the scales involved the positional difference of under 2 metres may not be significant.',
'Natural Resources Canada Atlas of Canada; http://atlas.nrcan.gc.ca',
'OGP',
TO_DATE('2009-04-26'),
'2009.012',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3985,
'Katanga 1955 / Katanga Lambert',
3147,
'projected',
4499,
Null,
4695,
3980,
Null,
Null,
'Medium and small scale topographic mapping.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011 2009.047',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3986,
'Katanga 1955 / Katanga Gauss zone A',
3612,
'projected',
4499,
Null,
4695,
3981,
Null,
Null,
'Cadastre, engineering survey.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3987,
'Katanga 1955 / Katanga Gauss zone B',
3611,
'projected',
4499,
Null,
4695,
3982,
Null,
Null,
'Cadastre, engineering survey.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3988,
'Katanga 1955 / Katanga Gauss zone C',
3610,
'projected',
4499,
Null,
4695,
3983,
Null,
Null,
'Cadastre, engineering survey.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3989,
'Katanga 1955 / Katanga Gauss zone D',
3609,
'projected',
4499,
Null,
4695,
3984,
Null,
Null,
'Cadastre, engineering survey.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3991,
'Puerto Rico State Plane CS of 1927',
3294,
'projected',
4497,
Null,
4139,
15201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / Puerto Rico State Plane CS.',
'US National Geodetic Survey',
'OGP',
TO_DATE('2009-09-05'),
'1999.323 2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3992,
'Puerto Rico / St. Croix',
3330,
'projected',
4497,
Null,
4139,
15202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes erroneously referred to as NAD27 / St. Croix State Plane CS.',
'US National Geodetic Survey',
'OGP',
TO_DATE('2009-09-05'),
'1999.323 2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3993,
'Guam 1963 / Guam SPCS',
3255,
'projected',
4499,
Null,
4675,
15400,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by NAD83(HARN) / Guam Map Grid (CRS code 4414) from 1995.',
'US National Geodetic Survey',
'OGP',
TO_DATE('2009-07-29'),
'2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3994,
'WGS 84 / Mercator 41',
3508,
'projected',
4499,
Null,
4326,
19843,
Null,
Null,
'Medium and small scale mapping.',
'',
'New Zealand National Institute for Water and Atmospheric Research',
'OGP',
TO_DATE('2008-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3995,
'WGS 84 / Arctic Polar Stereographic',
1996,
'projected',
4469,
Null,
4326,
19842,
Null,
Null,
'Used to serve the bathymetry of the Arctic Region as image tiles in a Web Mapping Service.',
'',
'Lamont-Doherty Earth Observatory of Columbia University.',
'OGP',
TO_DATE('2008-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3996,
'WGS 84 / IBCAO Polar Stereographic',
1996,
'projected',
4469,
Null,
4326,
19840,
Null,
Null,
'Used as the coordinate base for creation of digital terrain models (DTMs) for the International Bathymetric Chart of the Arctic Ocean.',
'',
'IBCAO Technical Reference and User''s Guide; http://www.ngdc.noaa.gov/mgg/bathymetry/arctic/',
'OGP',
TO_DATE('2008-10-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 3997,
'WGS 84 / Dubai Local TM',
3531,
'projected',
4400,
Null,
4326,
19839,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Dubai Roads \& Transport Authority.',
'OGP',
TO_DATE('2008-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4000,
'MOLDREF99',
1162,
'geocentric',
6500,
1032,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4001,
'Unknown datum based upon the Airy 1830 ellipsoid',
1263,
'geographic 2D',
6422,
6001,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4002,
'Unknown datum based upon the Airy Modified 1849 ellipsoid',
1263,
'geographic 2D',
6422,
6002,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4003,
'Unknown datum based upon the Australian National Spheroid',
1263,
'geographic 2D',
6422,
6003,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4004,
'Unknown datum based upon the Bessel 1841 ellipsoid',
1263,
'geographic 2D',
6422,
6004,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4005,
'Unknown datum based upon the Bessel Modified ellipsoid',
1263,
'geographic 2D',
6422,
6005,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4006,
'Unknown datum based upon the Bessel Namibia ellipsoid',
1263,
'geographic 2D',
6422,
6006,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4007,
'Unknown datum based upon the Clarke 1858 ellipsoid',
1263,
'geographic 2D',
6422,
6007,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4008,
'Unknown datum based upon the Clarke 1866 ellipsoid',
1263,
'geographic 2D',
6422,
6008,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4009,
'Unknown datum based upon the Clarke 1866 Michigan ellipsoid',
1263,
'geographic 2D',
6422,
6009,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4010,
'Unknown datum based upon the Clarke 1880 (Benoit) ellipsoid',
1263,
'geographic 2D',
6422,
6010,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4011,
'Unknown datum based upon the Clarke 1880 (IGN) ellipsoid',
1263,
'geographic 2D',
6422,
6011,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4012,
'Unknown datum based upon the Clarke 1880 (RGS) ellipsoid',
1263,
'geographic 2D',
6422,
6012,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4013,
'Unknown datum based upon the Clarke 1880 (Arc) ellipsoid',
1263,
'geographic 2D',
6422,
6013,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4014,
'Unknown datum based upon the Clarke 1880 (SGA 1922) ellipsoid',
1263,
'geographic 2D',
6422,
6014,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4015,
'Unknown datum based upon the Everest 1830 (1937 Adjustment) ellipsoid',
1263,
'geographic 2D',
6422,
6015,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4016,
'Unknown datum based upon the Everest 1830 (1967 Definition) ellipsoid',
1263,
'geographic 2D',
6422,
6016,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4017,
'MOLDREF99',
1162,
'geographic 3D',
6423,
1032,
4000,
15592,
Null,
Null,
'Geodetic survey.',
'',
'State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4018,
'Unknown datum based upon the Everest 1830 Modified ellipsoid',
1263,
'geographic 2D',
6422,
6018,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4019,
'Unknown datum based upon the GRS 1980 ellipsoid',
1263,
'geographic 2D',
6422,
6019,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4020,
'Unknown datum based upon the Helmert 1906 ellipsoid',
1263,
'geographic 2D',
6422,
6020,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4021,
'Unknown datum based upon the Indonesian National Spheroid',
1263,
'geographic 2D',
6422,
6021,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4022,
'Unknown datum based upon the International 1924 ellipsoid',
1263,
'geographic 2D',
6422,
6022,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4023,
'MOLDREF99',
1162,
'geographic 2D',
6422,
1032,
4017,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-04-15'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4024,
'Unknown datum based upon the Krassowsky 1940 ellipsoid',
1263,
'geographic 2D',
6422,
6024,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4025,
'Unknown datum based upon the NWL 9D ellipsoid',
1263,
'geographic 2D',
6422,
6025,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4026,
'MOLDREF99 / Moldova TM',
1162,
'projected',
4530,
Null,
4023,
3999,
Null,
Null,
'Cadastre, engineering survey, large scale topographic mapping.',
'For mapping at 1:25,000 scale and smaller use WGS 84 / UTM(CRS codes 4037-38).',
'State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4027,
'Unknown datum based upon the Plessis 1817 ellipsoid',
1263,
'geographic 2D',
6422,
6027,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4028,
'Unknown datum based upon the Struve 1860 ellipsoid',
1263,
'geographic 2D',
6422,
6028,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4029,
'Unknown datum based upon the War Office ellipsoid',
1263,
'geographic 2D',
6422,
6029,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4030,
'Unknown datum based upon the WGS 84 ellipsoid',
1263,
'geographic 2D',
6422,
6030,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4031,
'Unknown datum based upon the GEM 10C ellipsoid',
1263,
'geographic 2D',
6422,
6031,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4032,
'Unknown datum based upon the OSU86F ellipsoid',
1263,
'geographic 2D',
6422,
6032,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4033,
'Unknown datum based upon the OSU91A ellipsoid',
1263,
'geographic 2D',
6422,
6033,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4034,
'Unknown datum based upon the Clarke 1880 ellipsoid',
1263,
'geographic 2D',
6422,
6034,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'1996.080 2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4035,
'Unknown datum based upon the Authalic Sphere',
1263,
'geographic 2D',
6402,
6035,
Null,
Null,
Null,
Null,
'Not recommended.',
'Deprecated. Use code 4047.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4036,
'Unknown datum based upon the GRS 1967 ellipsoid',
1263,
'geographic 2D',
6422,
6036,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4037,
'WGS 84 / TMzn35N',
3615,
'projected',
4500,
Null,
4326,
16035,
Null,
Null,
'Mapping at scales smaller than 1:10,000.',
'In Moldova for mapping at 1:10,000 and larger and cadastre use MOLDREF99 / Moldova TM (CRS code 4026).',
'Moldova State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4038,
'WGS 84 / TMzn36N',
3616,
'projected',
4500,
Null,
4326,
16036,
Null,
Null,
'Mapping at scales smaller than 1:10,000.',
'In Moldova for mapping at 1:10,000 and larger and cadastre use MOLDREF99 / Moldova TM (CRS code 4026).',
'Moldova State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4039,
'RGRDC 2005',
3613,
'geocentric',
6500,
1033,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4040,
'RGRDC 2005',
3613,
'geographic 3D',
6423,
1033,
4039,
15592,
Null,
Null,
'Geodetic survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4041,
'Unknown datum based upon the Average Terrestrial System 1977 ellipsoid',
1263,
'geographic 2D',
6422,
6041,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4042,
'Unknown datum based upon the Everest (1830 Definition) ellipsoid',
1263,
'geographic 2D',
6422,
6042,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4043,
'Unknown datum based upon the WGS 72 ellipsoid',
1263,
'geographic 2D',
6422,
6043,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4044,
'Unknown datum based upon the Everest 1830 (1962 Definition) ellipsoid',
1263,
'geographic 2D',
6422,
6044,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4045,
'Unknown datum based upon the Everest 1830 (1975 Definition) ellipsoid',
1263,
'geographic 2D',
6422,
6045,
Null,
Null,
Null,
Null,
'Not recommended.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2000.420 2003.370',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4046,
'RGRDC 2005',
3613,
'geographic 2D',
6422,
1033,
4040,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4047,
'Unspecified datum based upon the GRS 1980 Authalic Sphere',
1263,
'geographic 2D',
6422,
6047,
Null,
Null,
Null,
Null,
'Small scale statistical mapping.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2003.370 2003.330',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4048,
'RGRDC 2005 / Congo TM zone 12',
3150,
'projected',
4499,
Null,
4046,
17412,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4049,
'RGRDC 2005 / Congo TM zone 14',
3151,
'projected',
4499,
Null,
4046,
17414,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4050,
'RGRDC 2005 / Congo TM zone 16',
3617,
'projected',
4499,
Null,
4046,
17416,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4051,
'RGRDC 2005 / Congo TM zone 18',
3618,
'projected',
4499,
Null,
4046,
17418,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4052,
'Unspecified datum based upon the Clarke 1866 Authalic Sphere',
1263,
'geographic 2D',
6422,
6052,
Null,
Null,
Null,
Null,
'Small scale statistical mapping.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4053,
'Unspecified datum based upon the International 1924 Authalic Sphere',
1263,
'geographic 2D',
6422,
6053,
Null,
Null,
Null,
Null,
'Small scale statistical mapping.',
'Use only in cases where geodetic datum is unknown.',
'OGP',
'OGP',
TO_DATE('2006-09-22'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4054,
'Unspecified datum based upon the Hughes 1980 ellipsoid',
1263,
'geographic 2D',
6422,
6054,
Null,
Null,
Null,
Null,
'Data sets from US Defence Meteorological Satellite Program SSM/I microwave sensors.',
'DMSP SSM/I data sets provided by NSIDC for polar research.',
'US National Snow and Ice Data Center',
'OGP',
TO_DATE('2006-09-22'),
'',
0,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4055,
'Popular Visualisation CRS',
1262,
'geographic 2D',
6422,
6055,
Null,
Null,
Null,
Null,
'Certain Web mapping and visualisation applications.',
'Some applications erroneously call this WGS 84. It uses a sphere with a radius having the same value as the semi-major axis of the WGS 84 ellipsoid. There is no geodetic recognition of this system.',
'Microsoft.',
'OGP',
TO_DATE('2008-03-13'),
'2008.114',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4056,
'RGRDC 2005 / Congo TM zone 20',
3620,
'projected',
4499,
Null,
4046,
17420,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4057,
'RGRDC 2005 / Congo TM zone 22',
3621,
'projected',
4499,
Null,
4046,
17422,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4058,
'RGRDC 2005 / Congo TM zone 24',
3622,
'projected',
4499,
Null,
4046,
17424,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4059,
'RGRDC 2005 / Congo TM zone 26',
3623,
'projected',
4499,
Null,
4046,
17426,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4060,
'RGRDC 2005 / Congo TM zone 28',
3624,
'projected',
4499,
Null,
4046,
17428,
Null,
Null,
'Cadastre, engineering survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4061,
'RGRDC 2005 / UTM zone 33S',
3626,
'projected',
4499,
Null,
4046,
16133,
Null,
Null,
'Topographic mapping.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4062,
'RGRDC 2005 / UTM zone 34S',
3627,
'projected',
4499,
Null,
4046,
16134,
Null,
Null,
'Topographic mapping.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4063,
'RGRDC 2005 / UTM zone 35S',
3628,
'projected',
4499,
Null,
4046,
16135,
Null,
Null,
'Topographic mapping.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4071,
'Chua / UTM zone 23S',
3619,
'projected',
4400,
Null,
4224,
16123,
Null,
Null,
'Used by any governmental agency at Distrito Federal. Legally mandated for Cartography System of Distrito Federal (SICAD).',
'',
'Cartography System of Distrito Federal (SICAD)',
'OGP',
TO_DATE('2009-05-14'),
'2009.021',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4073,
'SREF98',
3534,
'geocentric',
6500,
1034,
Null,
Null,
Null,
Null,
'Geodesy.',
'',
'Delcev et al, FIG Working Week May 2009; http://www.gig.net/pub',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4074,
'SREF98',
3534,
'geographic 3D',
6423,
1034,
4073,
15592,
Null,
Null,
'Geodesy.',
'',
'Delcev et al, FIG Working Week May 2009; http://www.gig.net/pub',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4075,
'SREF98',
3534,
'geographic 2D',
6422,
1034,
4074,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces MGI 1901 (CRS code 3906) in Serbia.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4079,
'REGCAN95',
3199,
'geocentric',
6500,
1035,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Madrid; http://www.fomento.es',
'OGP',
TO_DATE('2009-05-14'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4080,
'REGCAN95',
3199,
'geographic 3D',
6423,
1035,
4079,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Madrid. http://www.fomento.es',
'OGP',
TO_DATE('2009-05-14'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4081,
'REGCAN95',
3199,
'geographic 2D',
6422,
1035,
4080,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Pico de las Nieves 1984 (PN84).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-05-15'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4082,
'REGCAN95 / UTM zone 27N',
3629,
'projected',
4400,
Null,
4081,
16027,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Madrid. http://www.fomento.es.',
'OGP',
TO_DATE('2009-05-14'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4083,
'REGCAN95 / UTM zone 28N',
3630,
'projected',
4400,
Null,
4081,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'IGN Madrid. http://www.fomento.es.',
'OGP',
TO_DATE('2009-05-15'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4087,
'WGS 84 / World Equidistant Cylindrical',
1262,
'projected',
4499,
Null,
4326,
4085,
Null,
Null,
'Graticule coordinates expressed in simple Cartesian form.',
'Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carree method: here the grid units are metres.',
'OGP',
'OGP',
TO_DATE('2009-06-06'),
'2009.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4088,
'World Equidistant Cylindrical (Sphere)',
1262,
'projected',
4499,
Null,
4047,
4086,
Null,
Null,
'Certain Web mapping and visualisation applications.',
'Uses spherical development. It is not a recognised geodetic system. Relative to an ellipsoidal development (see WGS 84 / World Equidistant Cylindrical (CRS code 4087)) errors of up to 800 metres in position and 0.7% in scale may arise.',
'OGP',
'OGP',
TO_DATE('2009-06-06'),
'2009.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4093,
'ETRS89 / DKTM1',
3631,
'projected',
4400,
Null,
4258,
4089,
Null,
Null,
'Engineering survey and construction.',
'For large scale topographic mapping and cadastral survey ETRS89 / Kp2000 Jutland (CRS code 2196) is used. For medium and small scale topographic mapping ETRS89 / UTM zone 32N (CRS code 25832) is used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4094,
'ETRS89 / DKTM2',
3632,
'projected',
4400,
Null,
4258,
4090,
Null,
Null,
'Engineering survey and construction.',
'For large scale topographic mapping and cadastral survey ETRS89 / Kp2000 Jutland (CRS code 2196) is used. For medium and small scale topographic mapping ETRS89 / UTM zone 32N (CRS code 25832) is used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4095,
'ETRS89 / DKTM3',
2532,
'projected',
4400,
Null,
4258,
4091,
Null,
Null,
'Engineering survey and construction.',
'For large scale topographic mapping and cadastral survey ETRS89 / Kp2000 Zealand (CRS code 2197) is used. For medium and small scale topographic mapping ETRS89 / UTM (CRS codes 25832 and 25833) are used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4096,
'ETRS89 / DKTM4',
2533,
'projected',
4400,
Null,
4258,
4092,
Null,
Null,
'Engineering survey and construction.',
'For large scale topographic mapping and cadastral survey ETRS89 / Kp2000 Bornholm (CRS code 2198) is used. For medium and small scale topographic mapping ETRS89 / UTM zone 33N (CRS code 25833) is used.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4097,
'ETRS89 / DKTM1 + DVR90 height',
3631,
'compound',
Null,
Null,
Null,
Null,
4093,
5799,
'Engineering survey and construction.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4098,
'ETRS89 / DKTM2 + DVR90 height',
3632,
'compound',
Null,
Null,
Null,
Null,
4094,
5799,
'Engineering survey and construction.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4099,
'ETRS89 / DKTM3 + DVR90 height',
2532,
'compound',
Null,
Null,
Null,
Null,
4095,
5799,
'Engineering survey and construction.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-07-03'),
'2009.038 2009.050',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4100,
'ETRS89 / DKTM4 + DVR90 height',
2533,
'compound',
Null,
Null,
Null,
Null,
4096,
5799,
'Engineering survey and construction.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4120,
'Greek',
1106,
'geographic 2D',
6422,
6120,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Topography Department; National Technical University of Greece.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4121,
'GGRS87',
1106,
'geographic 2D',
6422,
6121,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Geodesy Department; Public Petroleum Corporation of Greece.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4122,
'ATS77',
1283,
'geographic 2D',
6422,
6122,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4123,
'KKJ',
1095,
'geographic 2D',
6422,
6123,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4124,
'RT90',
1225,
'geographic 2D',
6422,
6124,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4125,
'Samboja',
1328,
'geographic 2D',
6402,
6125,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4126,
'LKS94 (ETRS89)',
1145,
'geographic 2D',
6402,
6126,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('1998-03-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4127,
'Tete',
3281,
'geographic 2D',
6422,
6127,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4128,
'Madzansua',
1315,
'geographic 2D',
6422,
6128,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by values transformed to Tete GeogCRS (code 4127).',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4129,
'Observatario',
1329,
'geographic 2D',
6422,
6129,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by values transformed to Tete geogCRS (code 4127).',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2004-04-07'),
'2003.370 2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4130,
'Moznet',
1167,
'geographic 2D',
6422,
6130,
4953,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4131,
'Indian 1960',
1302,
'geographic 2D',
6422,
6131,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.362 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4132,
'FD58',
1300,
'geographic 2D',
6422,
6132,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IOEPC records.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4133,
'EST92',
1090,
'geographic 2D',
6422,
6133,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'This name is also used for a projected CRS (see projCRS code 3300). Replaced by EST97 (code 4180).',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2003.370 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4134,
'PSD93',
3288,
'geographic 2D',
6422,
6134,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced Fahud geogCRS (code 4232) in 1993. Maximum differences to Fahud adjustment are 20 metres.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2008-11-07'),
'2003.370 2004.183 2008.095',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4135,
'Old Hawaiian',
1334,
'geographic 2D',
6422,
6135,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4136,
'St. Lawrence Island',
1332,
'geographic 2D',
6422,
6136,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4137,
'St. Paul Island',
1333,
'geographic 2D',
6422,
6137,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4138,
'St. George Island',
1331,
'geographic 2D',
6422,
6138,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4139,
'Puerto Rico',
1335,
'geographic 2D',
6422,
6139,
Null,
Null,
Null,
Null,
'Geodetic surveying for civilian purposes. Geodetic survey.',
'NAD27 (CRS code 4267) used for military purposes. Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4140,
'NAD83(CSRS98)',
1336,
'geographic 2D',
6402,
6140,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'In New Brunswick superseded ATS77 from 1999.',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2000-10-19'),
'1999.900',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4141,
'Israel',
2603,
'geographic 2D',
6422,
6141,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Palestine 1923.',
'Survey of Israel',
'OGP',
TO_DATE('2004-01-06'),
'2002.340 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4142,
'Locodjo 1965',
1075,
'geographic 2D',
6422,
6142,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Abidjan 1987 (EPSG code 4143).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4143,
'Abidjan 1987',
1075,
'geographic 2D',
6422,
6143,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Locodjo 1965 (EPSG code 4142).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2001.110 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4144,
'Kalianpur 1937',
1308,
'geographic 2D',
6422,
6144,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Adopts 1937 metric conversion of 0.30479841 metres per Indian foot.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4145,
'Kalianpur 1962',
3289,
'geographic 2D',
6422,
6145,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Adopts 1962 metric conversion of 0.3047996 metres per Indian foot.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4146,
'Kalianpur 1975',
3341,
'geographic 2D',
6422,
6146,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Adopts 1975 metric conversion of 0.3047995 metres per Indian foot.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4147,
'Hanoi 1972',
3328,
'geographic 2D',
6422,
6147,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces use of Indian 1960. Replaced by VN-2000 (CRS code 4756).',
'',
'OGP',
TO_DATE('2006-09-13'),
'2003.370 2006.840',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4148,
'Hartebeesthoek94',
1215,
'geographic 2D',
6422,
6148,
4941,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Cape (code 4222) from 1999.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'1999.960 2000.040 2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4149,
'CH1903',
1286,
'geographic 2D',
6422,
6149,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4150,
'CH1903+',
1286,
'geographic 2D',
6422,
6150,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4151,
'CHTRF95',
1286,
'geographic 2D',
6422,
6151,
4933,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-23'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4152,
'NAD83(HARN)',
1337,
'geographic 2D',
6422,
6152,
4957,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST. In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-07-29'),
'2003.370 2006.392 2006.903 2007.031 2007.079 2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4153,
'Rassadiran',
1338,
'geographic 2D',
6422,
6153,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Total-Fina',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4154,
'ED50(ED77)',
1123,
'geographic 2D',
6422,
6154,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Cartographic Centre of Iran',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4155,
'Dabola 1981',
3257,
'geographic 2D',
6422,
6155,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Conakry 1905 (EPSG code 4315).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4156,
'S-JTSK',
1306,
'geographic 2D',
6422,
6156,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'S-JTSK is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI geogCRS, code 4312.',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2004-01-06'),
'2001.260 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4157,
'Mount Dillon',
1322,
'geographic 2D',
6422,
6157,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'University of the West Indies Geodetic Services.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4158,
'Naparima 1955',
3143,
'geographic 2D',
6422,
6158,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4159,
'ELD79',
1143,
'geographic 2D',
6422,
6159,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Various oil company records.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4160,
'Chos Malal 1914',
1292,
'geographic 2D',
6422,
6160,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Campo Inchauspe (geogCRS code 4221).',
'Various oil company records.',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2004.210 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4161,
'Pampa del Castillo',
1265,
'geographic 2D',
6422,
6161,
Null,
Null,
Null,
Null,
'Geodetic surveying within the oil industry. Geodetic survey.',
'Replaced by Campo Inchauspe (geogCRS code 4221).',
'Various oil company records.',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2004.210 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4162,
'Korean 1985',
3266,
'geographic 2D',
6422,
6162,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces use of Tokyo datum.',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1999. http://www.asprs.org',
'OGP',
TO_DATE('2005-09-29'),
'2001.280 2003.370 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4163,
'Yemen NGN96',
1257,
'geographic 2D',
6422,
6163,
4981,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4164,
'South Yemen',
1340,
'geographic 2D',
6422,
6164,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4165,
'Bissau',
3258,
'geographic 2D',
6422,
6165,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'NIMA',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4166,
'Korean 1995',
3266,
'geographic 2D',
6422,
6166,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'NIMA TR8350.2 http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2005-09-29'),
'2003.370 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4167,
'NZGD2000',
1175,
'geographic 2D',
6422,
6167,
4959,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces NZGD49 (code 4272) and CI79 (code 4673) from March 2000.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-09-29'),
'2003.370 2004.110 2007.079 2007.090',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4168,
'Accra',
1104,
'geographic 2D',
6422,
6168,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet. Replaced by Leigon (code 4250) in 1978.',
'Ordnance Survey International',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4169,
'American Samoa 1962',
3109,
'geographic 2D',
6422,
6169,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'NIMA TR8350.2 revision of January 2000 and ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt',
'OGP',
TO_DATE('2005-05-21'),
'2003.370 2005.230',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4170,
'SIRGAS 1995',
3448,
'geographic 2D',
6422,
6170,
4975,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaced by SIRGAS 2000.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2001.330 2003.370 2004.250 2006.465 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4171,
'RGF93',
1096,
'geographic 2D',
6422,
6171,
4965,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4172,
'POSGAR',
1033,
'geographic 2D',
6402,
6172,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodesico Nacional), adopted by IGM in May 1997',
'http://www.igm.gov.ar/posgar.html',
'OGP',
TO_DATE('2000-10-19'),
'2001.051',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4173,
'IRENET95',
1305,
'geographic 2D',
6422,
6173,
4943,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4174,
'Sierra Leone 1924',
1342,
'geographic 2D',
6422,
6174,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Ellipsoid semi-major axis (a)=20926201 exactly Gold Coast feet; 1 Gold Coast foot = 0.3047997101815 m.',
'Ordnance Survey International',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4175,
'Sierra Leone 1968',
3306,
'geographic 2D',
6422,
6175,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Sierra Leone 1960. The 1968 readjustment coordinates are within 3m of the 1960 provisional adjustment.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4176,
'Australian Antarctic',
1278,
'geographic 2D',
6422,
6176,
4931,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2006.080 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4178,
'Pulkovo 1942(83)',
3574,
'geographic 2D',
6422,
6178,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces 1956 adjustment (CRS code 4179). In Brandenburg replaced by ETRS89. In Sachsen and Thuringen replaced by RD83 and PD/83 which for practical purposes may be considered to be the same as DHDN.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2003.370 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4179,
'Pulkovo 1942(58)',
3574,
'geographic 2D',
6422,
6179,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Shares same origin definition as Pulkovo 1942 (CRS code 4284) and for low accuracy purposes these systems can be considered consistent with each other. Locally densified during 1957 and 1958. Replaced by 1983 adjustment (CRS code 4178).',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/ and other industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2003.370 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4180,
'EST97',
1090,
'geographic 2D',
6422,
6180,
4935,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'This name is also used for a projected CRS (see projCRS code 3301). Replaces EST92 (code 4133).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4181,
'Luxembourg 1930',
1146,
'geographic 2D',
6422,
6181,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4182,
'Azores Occidental 1939',
1344,
'geographic 2D',
6422,
6182,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by PTRA08 (CRS code 5013).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4183,
'Azores Central 1948',
1301,
'geographic 2D',
6422,
6183,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by 1995 system (CRS code 4665).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-06'),
'2003.231 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4184,
'Azores Oriental 1940',
1345,
'geographic 2D',
6422,
6184,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by 1995 system (CRS code 4664).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-06'),
'2003.231 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4185,
'Madeira 1936',
1314,
'geographic 2D',
6402,
6185,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4188,
'OSNI 1952',
2530,
'geographic 2D',
6422,
6188,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by 1975 Mapping Adjustment alias TM75. See CRS code 4300.',
'Ordnance Survey of Northern Ireland.',
'OGP',
TO_DATE('2004-01-06'),
'2002.970 2003.370',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4189,
'REGVEN',
1251,
'geographic 2D',
6422,
6189,
4963,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Densification in Venezuela of SIRGAS.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4190,
'POSGAR 98',
1033,
'geographic 2D',
6422,
6190,
4961,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Densification in Argentina of SIRGAS.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2005.460 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4191,
'Albanian 1987',
1025,
'geographic 2D',
6422,
6191,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4192,
'Douala 1948',
2555,
'geographic 2D',
6422,
6192,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Manoca 1962 (code 4193).',
'TotalFinaElf',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4193,
'Manoca 1962',
2555,
'geographic 2D',
6422,
6193,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Doula 1948 (code 4192). The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this CRS has used the IGN version.',
'TotalFinaElf',
'OGP',
TO_DATE('2004-01-06'),
'2002.840 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4194,
'Qornoq 1927',
3362,
'geographic 2D',
6422,
6194,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2003.370 2006.220',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4195,
'Scoresbysund 1952',
2570,
'geographic 2D',
6422,
6195,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4196,
'Ammassalik 1958',
2571,
'geographic 2D',
6422,
6196,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4197,
'Garoua',
2590,
'geographic 2D',
6422,
6197,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2004-01-06'),
'2002.840 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4198,
'Kousseri',
2591,
'geographic 2D',
6422,
6198,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4199,
'Egypt 1930',
3242,
'geographic 2D',
6422,
6199,
Null,
Null,
Null,
Null,
'Scientific purposes only.',
'Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 CRS (code 4229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 name and the Helmert ellipsoid probably mean Egypt 1907.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4200,
'Pulkovo 1995',
1198,
'geographic 2D',
6422,
6200,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2008-09-24'),
'2003.370 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4201,
'Adindan',
1271,
'geographic 2D',
6422,
6201,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The 12th parallel traverse of 1966-70 (geogCRS Point 58, code 4620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2002.431 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4202,
'AGD66',
1279,
'geographic 2D',
6422,
6202,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4203,
'AGD84',
2576,
'geographic 2D',
6422,
6203,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'National system replacing AGD 66 but officially adopted only in Queensland, South Australia and Western Australia. Replaced by GDA94.',
'"GDA technical manual v2_2", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/',
'OGP',
TO_DATE('2010-03-30'),
'2003.290 2003.370 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4204,
'Ain el Abd',
1272,
'geographic 2D',
6422,
6204,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4205,
'Afgooye',
1214,
'geographic 2D',
6422,
6205,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4206,
'Agadez',
1177,
'geographic 2D',
6422,
6206,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4207,
'Lisbon',
1294,
'geographic 2D',
6422,
6207,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Lisbon 1890 system which used Bessel 1841 ellipsoid (code 4666). Replaced by Datum 73 (code 4274).',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2004-01-06'),
'2001.551 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4208,
'Aratu',
1274,
'geographic 2D',
6422,
6208,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4209,
'Arc 1950',
1276,
'geographic 2D',
6422,
6209,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4210,
'Arc 1960',
1277,
'geographic 2D',
6422,
6210,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4211,
'Batavia',
3666,
'geographic 2D',
6422,
6211,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.370 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4212,
'Barbados 1938',
1042,
'geographic 2D',
6422,
6212,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'1999.170 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4213,
'Beduaram',
2771,
'geographic 2D',
6422,
6213,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2002.430 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4214,
'Beijing 1954',
3228,
'geographic 2D',
6422,
6214,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In 1982 replaced by Xian 1980 (CRS code 4610) and New Beijing (CRS code 4555).',
'Chinese Science Bulletin, 2009, 54:2714-2721.',
'OGP',
TO_DATE('2009-11-24'),
'2003.370 2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4215,
'Belge 1950',
1347,
'geographic 2D',
6422,
6215,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4216,
'Bermuda 1957',
1047,
'geographic 2D',
6422,
6216,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by BDA2000 (CRS code 4762).',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'2003.370 2007.101',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4217,
'NAD83 / BLM 59N (ftUS)',
3482,
'projected',
4497,
Null,
4269,
4186,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4218,
'Bogota 1975',
3686,
'geographic 2D',
6422,
6218,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces earlier 3 adjustments of 1951, 1944 and 1941. Replaced by MAGNA-SIRGAS (CRS code 4685).',
'IGAC special publication no. 1, "Geodesia" 4th edition, 1975.',
'OGP',
TO_DATE('2010-03-30'),
'2000.200 2003.370 2005.060 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4219,
'Bukit Rimpah',
1287,
'geographic 2D',
6422,
6219,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4220,
'Camacupa',
1288,
'geographic 2D',
6422,
6220,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4221,
'Campo Inchauspe',
1033,
'geographic 2D',
6422,
6221,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4222,
'Cape',
1290,
'geographic 2D',
6422,
6222,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Hartbeesthoek94 from 1999.',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2004-01-06'),
'2000.040 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4223,
'Carthage',
1236,
'geographic 2D',
6422,
6223,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4224,
'Chua',
3356,
'geographic 2D',
6422,
6224,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The Chua origin and associated network is in Brazil with a connecting traverse through northern Paraguay. In Brazil used only as input into the Corrego Allegre adjustment (CRS code 4225), except for government work including SICAD in Distrito Federal.',
'',
'OGP',
TO_DATE('2009-06-02'),
'2003.370 2005.840 2006.490 2009.021',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4225,
'Corrego Alegre',
1293,
'geographic 2D',
6422,
6225,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by SAD69.',
'',
'OGP',
TO_DATE('2005-12-30'),
'2003.370 2005.841',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4226,
'Cote d''Ivoire',
1075,
'geographic 2D',
6402,
6226,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4227,
'Deir ez Zor',
1623,
'geographic 2D',
6422,
6227,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4228,
'Douala',
1060,
'geographic 2D',
6402,
6228,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4229,
'Egypt 1907',
1086,
'geographic 2D',
6422,
6229,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4230,
'ED50',
1296,
'geographic 2D',
6422,
6230,
Null,
Null,
Null,
Null,
'Geodetic survey. Minerals management in Germany.',
'',
'',
'OGP',
TO_DATE('2004-10-23'),
'2003.370 2004.630',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4231,
'ED87',
1297,
'geographic 2D',
6422,
6231,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4232,
'Fahud',
3288,
'geographic 2D',
6422,
6232,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Since 1993 replaced by PSD93 geogCRS (code 4134). Maximum differences to Fahud adjustment are 20 metres.',
'',
'OGP',
TO_DATE('2004-04-07'),
'2003.370 2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4233,
'Gandajika 1970',
1152,
'geographic 2D',
6422,
6233,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4234,
'Garoua',
1060,
'geographic 2D',
6402,
6234,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4235,
'Guyane Francaise',
1097,
'geographic 2D',
6402,
6235,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4236,
'Hu Tzu Shan 1950',
3315,
'geographic 2D',
6422,
6236,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'OGP',
'OGP',
TO_DATE('2008-08-12'),
'2003.370 2008.017',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4237,
'HD72',
1119,
'geographic 2D',
6422,
6237,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced HD1909 (EPSG CRS code 3819).',
'',
'OGP',
TO_DATE('2008-08-02'),
'2003.370 2008.047',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4238,
'ID74',
1122,
'geographic 2D',
6422,
6238,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by DGN95.',
'',
'OGP',
TO_DATE('2006-08-25'),
'2003.370 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4239,
'Indian 1954',
1304,
'geographic 2D',
6422,
6239,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4240,
'Indian 1975',
1231,
'geographic 2D',
6422,
6240,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4241,
'Jamaica 1875',
3342,
'geographic 2D',
6422,
6241,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2004-09-12'),
'2003.370 2004.510',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4242,
'JAD69',
3342,
'geographic 2D',
6422,
6242,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by JAD2001 (CRS code 4758).',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2007-01-19'),
'2003.370 2004.410 2007.001',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4243,
'Kalianpur 1880',
1307,
'geographic 2D',
6422,
6243,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2004-01-06'),
'1997.231 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4244,
'Kandawala',
3310,
'geographic 2D',
6422,
6244,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4245,
'Kertau 1968',
1309,
'geographic 2D',
6422,
6245,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Not used for metrication of RSO grid - see Kertau (RSO) (CRS code 4751). Replaced by GDM2000 (CRS code 4742).',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-07-31'),
'2003.370 2006.251',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4246,
'KOC',
3267,
'geographic 2D',
6422,
6246,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4247,
'La Canoa',
3327,
'geographic 2D',
6422,
6247,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'PSAD56 uses same origin.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4248,
'PSAD56',
1348,
'geographic 2D',
6422,
6248,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Origin is same as La Canoa. In Venezuela known as La Canoa.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4249,
'Lake',
1312,
'geographic 2D',
6422,
6249,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4250,
'Leigon',
1104,
'geographic 2D',
6422,
6250,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced Accra (code 4168) from 1978.',
'Ordnance Survey International',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4251,
'Liberia 1964',
3270,
'geographic 2D',
6422,
6251,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4252,
'Lome',
1232,
'geographic 2D',
6422,
6252,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4253,
'Luzon 1911',
1190,
'geographic 2D',
6422,
6253,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by PRS92 (CRS code 4683).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'2003.370 2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4254,
'Hito XVIII 1963',
1303,
'geographic 2D',
6422,
6254,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4255,
'Herat North',
1024,
'geographic 2D',
6422,
6255,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4256,
'Mahe 1971',
1208,
'geographic 2D',
6422,
6256,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4257,
'Makassar',
1316,
'geographic 2D',
6422,
6257,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4258,
'ETRS89',
1298,
'geographic 2D',
6422,
6258,
4937,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2010-03-01'),
'1997.110 1999.110 2000.720 2003.370 2007.079 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4259,
'Malongo 1987',
3180,
'geographic 2D',
6422,
6259,
Null,
Null,
Null,
Null,
'Oil industry offshore exploration and production from 1987.',
'Replaced Mhast (offshore) (CRS code 4705) in 1987. References to "Mhast" since 1987 often should have stated "Malongo 1987".',
'Chevron Petroleum Technology',
'OGP',
TO_DATE('2006-01-06'),
'2003.370 2004.210 2005.751',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4260,
'Manoca',
1060,
'geographic 2D',
6402,
6260,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4261,
'Merchich',
3280,
'geographic 2D',
6422,
6261,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4262,
'Massawa',
1089,
'geographic 2D',
6422,
6262,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4263,
'Minna',
1178,
'geographic 2D',
6422,
6263,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4264,
'Mhast',
1318,
'geographic 2D',
6422,
6264,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4265,
'Monte Mario',
3343,
'geographic 2D',
6422,
6265,
Null,
Null,
Null,
Null,
'Geodetic survey, offshore minerals licencing.',
'',
'',
'OGP',
TO_DATE('2004-01-15'),
'2003.370 2004.070',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4266,
'M''poraloko',
1100,
'geographic 2D',
6422,
6266,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4267,
'NAD27',
1349,
'geographic 2D',
6422,
6267,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST. Replaced by NAD27(76) (code 4608) in Ontario, CGQ77 (code 4609) in Quebec, Mexican Datum of 1993 (code 4483) in Mexico, NAD83 (code 4279) in Canada (excl. Ontario \& Quebec) \& USA.',
'',
'OGP',
TO_DATE('2009-11-24'),
'1999.040 2003.370 2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4268,
'NAD27 Michigan',
1391,
'geographic 2D',
6422,
6268,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Ellipsoid taken to be 800ft above geoid. Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'1996.280 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4269,
'NAD83',
1350,
'geographic 2D',
6422,
6269,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'This CRS includes longitudes which are POSITIVE EAST. The adjustment included connections to Greenland and Mexico but the system has not been adopted there. Except in Alaska, for applications with an accuracy of better than 1m replaced by NAD83(HARN).',
'',
'OGP',
TO_DATE('2007-01-19'),
'2003.370 2006.464 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4270,
'Nahrwan 1967',
1351,
'geographic 2D',
6422,
6270,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In Iraq, replaces Nahrwan 1934 and replaced by Karbala 1979 (Polservice).',
'',
'OGP',
TO_DATE('2006-06-02'),
'2003.370 2006.340',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4271,
'Naparima 1972',
1322,
'geographic 2D',
6422,
6271,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4272,
'NZGD49',
3285,
'geographic 2D',
6422,
6272,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by NZGD2000 (CRS code 4167) in March 2000.',
'New Zealand Department of Lands and Surveys Technical Report No. 1; 1978.',
'OGP',
TO_DATE('2010-03-01'),
'2000.702 2003.370 2010.020',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4273,
'NGO 1948',
1352,
'geographic 2D',
6422,
6273,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4274,
'Datum 73',
1294,
'geographic 2D',
6422,
6274,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4275,
'NTF',
3694,
'geographic 2D',
6422,
6275,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.370 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4276,
'NSWC 9Z-2',
1262,
'geographic 2D',
6422,
6276,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4277,
'OSGB 1936',
1264,
'geographic 2D',
6422,
6277,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4278,
'OSGB70',
1264,
'geographic 2D',
6422,
6278,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4279,
'OS(SN)80',
1354,
'geographic 2D',
6422,
6279,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4280,
'Padang',
1355,
'geographic 2D',
6422,
6280,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4281,
'Palestine 1923',
1356,
'geographic 2D',
6422,
6281,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4282,
'Pointe Noire',
1072,
'geographic 2D',
6422,
6282,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2002.050 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4283,
'GDA94',
2575,
'geographic 2D',
6422,
6283,
4939,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4284,
'Pulkovo 1942',
2423,
'geographic 2D',
6422,
6284,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Extended to Eastern Europe through Uniform Astro-Geodetic Network (UAGN) of 1956 - see CRS code 4179.',
'Various industry sources.',
'OGP',
TO_DATE('2008-09-24'),
'2003.370 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4285,
'Qatar 1974',
1346,
'geographic 2D',
6422,
6285,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2004-01-06'),
'2000.290 2001.270 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4286,
'Qatar 1948',
1346,
'geographic 2D',
6422,
6286,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4287,
'Qornoq',
1107,
'geographic 2D',
6402,
6287,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4288,
'Loma Quintana',
1313,
'geographic 2D',
6422,
6288,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by La Canoa (code 4247).',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4289,
'Amersfoort',
1275,
'geographic 2D',
6422,
6289,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'http://www.rdnap.nl/',
'OGP',
TO_DATE('2005-09-29'),
'2003.370 2005.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4291,
'SAD69',
1358,
'geographic 2D',
6402,
6291,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision is 0 to 31mm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4292,
'Sapper Hill 1943',
3247,
'geographic 2D',
6422,
6292,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4293,
'Schwarzeck',
1169,
'geographic 2D',
6422,
6293,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4294,
'Segora',
1359,
'geographic 2D',
6402,
6294,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4295,
'Serindung',
1360,
'geographic 2D',
6422,
6295,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4296,
'Sudan',
1361,
'geographic 2D',
6402,
6296,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4297,
'Tananarive',
1149,
'geographic 2D',
6422,
6297,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.370 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4298,
'Timbalai 1948',
1362,
'geographic 2D',
6422,
6298,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Adopts metric conversion of 39.370147 inches per metre. Replaced by GDM2000 (CRS code 4742).',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4299,
'TM65',
1305,
'geographic 2D',
6422,
6299,
Null,
Null,
Null,
Null,
'Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland.',
'Replaced by 1975 Mapping Adjustment alias TM75 (CRS code 4300). Not to be confused with the Geodetic Datum of 1965 (datum code 6300) which is used by TM75.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-01-16'),
'2002.621 2003.370 2005.880',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4300,
'TM75',
1305,
'geographic 2D',
6422,
6300,
Null,
Null,
Null,
Null,
'Basis for topographic mapping.',
'Uses Geodetic Datum of 1965 which should not be confused with the 1965 adjustment (TM65, datum code 6299 and CRS code 4299). Replaces OSNI52 (CRS code 4188) and TM65 (CRS code 4299). Replaced by IRENET95 (CRS code 4173).',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2004-01-06'),
'2002.621 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4301,
'Tokyo',
1364,
'geographic 2D',
6422,
6301,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by JGD2000 (code 4612) from April 2002.',
'Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2004-01-06'),
'2002.080 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4302,
'Trinidad 1903',
1339,
'geographic 2D',
6422,
6302,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2005-07-01'),
'2003.370 2005.330',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4303,
'TC(1948)',
1363,
'geographic 2D',
6422,
6303,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4304,
'Voirol 1875',
1365,
'geographic 2D',
6422,
6304,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.361 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4306,
'Bern 1938',
1286,
'geographic 2D',
6422,
6306,
Null,
Null,
Null,
Null,
'Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4307,
'Nord Sahara 1959',
3213,
'geographic 2D',
6422,
6307,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Sometimes incorrectly referred to as Voirol Unifie 1960: this is NOT a GeogCRS but two projected CRSs based on Nord Sahara 1959 (codes 30791-92). Strictly applicable only to north of 32degN but extended southwards non-homogoneously by oil industry.',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2000.470 2002.560 2003.370 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4308,
'RT38',
3313,
'geographic 2D',
6422,
6308,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2004-01-06'),
'1997.090 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4309,
'Yacare',
1247,
'geographic 2D',
6422,
6309,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4310,
'Yoff',
1207,
'geographic 2D',
6422,
6310,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4311,
'Zanderij',
1222,
'geographic 2D',
6422,
6311,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Introduced in 1975.',
'Shell International',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4312,
'MGI',
1037,
'geographic 2D',
6422,
6312,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2009-06-02'),
'2003.370 2008.019 2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4313,
'Belge 1972',
1347,
'geographic 2D',
6422,
6313,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4314,
'DHDN',
2326,
'geographic 2D',
6422,
6314,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'See also RD/83 for Saxony and PD/83 for Thuringen. For national digital cartographic purposes used across all German states.',
'OGP',
'OGP',
TO_DATE('2006-06-12'),
'2003.370 2006.410 2007.061',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4315,
'Conakry 1905',
3257,
'geographic 2D',
6422,
6315,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Dabola 1981 (EPSG code 4155).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4316,
'Dealul Piscului 1930',
3295,
'geographic 2D',
6422,
6316,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Pulkovo 1942(58) (geogCRS code 4179).',
'',
'OGP',
TO_DATE('2008-09-24'),
'2003.370 2004.210 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4317,
'Dealul Piscului 1970',
1197,
'geographic 2D',
6422,
6317,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces 1933 system (geogCRS code 4316).',
'',
'OGP',
TO_DATE('2004-04-07'),
'2003.370 2004.210',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4318,
'NGN',
3267,
'geographic 2D',
6422,
6318,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4319,
'KUDAMS',
1310,
'geographic 2D',
6422,
6319,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4322,
'WGS 72',
1262,
'geographic 2D',
6422,
6322,
4985,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4324,
'WGS 72BE',
1262,
'geographic 2D',
6422,
6324,
4987,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Broadcast ephemeris. Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4326,
'WGS 84',
1262,
'geographic 2D',
6422,
6326,
4979,
15593,
Null,
Null,
'Horizontal component of 3D system. Used by the GPS satellite navigation system and for NATO military geodetic surveying.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2002.151 2003.370 2006.810 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4327,
'WGS 84 (geographic 3D)',
1262,
'geographic 3D',
6401,
6326,
Null,
Null,
Null,
Null,
'Used by the GPS satellite navigation system.',
'',
'NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html',
'OGP',
TO_DATE('2002-06-22'),
'2002.151',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4328,
'WGS 84 (geocentric)',
1262,
'geocentric',
6500,
6326,
Null,
Null,
Null,
Null,
'Used by the GPS satellite navigation system.',
'',
'NIMA TR8350.2 January 2000 revision. http://164.214.2.59/GandG/tr8350_2.html',
'OGP',
TO_DATE('2002-06-22'),
'2002.151',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4329,
'WGS 84 (3D)',
2830,
'geographic 3D',
6401,
6326,
Null,
Null,
Null,
Null,
'Used by the GPS satellite navigation system.',
'',
'',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4330,
'ITRF88 (geocentric)',
1262,
'geocentric',
6500,
6647,
Null,
Null,
Null,
Null,
'Geodesy.',
'Superseded by ITRF89 (code 4331).',
'International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4331,
'ITRF89 (geocentric)',
1262,
'geocentric',
6500,
6648,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF88 (code 4330). Superseded by ITRF91 (code 4332).',
'International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4332,
'ITRF90 (geocentric)',
1262,
'geocentric',
6500,
6649,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF89 (code 4331). Superseded by ITRF91 (code 4333).',
'International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4333,
'ITRF91 (geocentric)',
1262,
'geocentric',
6500,
6650,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF90 (code 4332). Superseded by ITRF92 (code 4334).',
'International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4334,
'ITRF92 (geocentric)',
1262,
'geocentric',
6500,
6651,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF91 (code 4333). Superseded by ITRF93 (code 4335).',
'International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4335,
'ITRF93 (geocentric)',
1262,
'geocentric',
6500,
6652,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF92 (code 4334). Superseded by ITRF94 (code 4336).',
'International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4336,
'ITRF94 (geocentric)',
1262,
'geocentric',
6500,
6653,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF93 (code 4335). Superseded by ITRF96 (code 4337).',
'International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4337,
'ITRF96 (geocentric)',
1262,
'geocentric',
6500,
6654,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF94 (code 4336). Superseded by ITRF97 (code 4338).',
'International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4338,
'ITRF97 (geocentric)',
1262,
'geocentric',
6500,
6655,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF96 (code 4337). Superseded by ITRF2000 (code 4385).',
'International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4339,
'Australian Antarctic (3D)',
1278,
'geographic 3D',
6401,
6176,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Standards Australia',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4340,
'Australian Antarctic (geocentric)',
1278,
'geocentric',
6500,
6176,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Standards Australia',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4341,
'EST97 (3D)',
1090,
'geographic 3D',
6401,
6180,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4342,
'EST97 (geocentric)',
1090,
'geocentric',
6500,
6180,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4343,
'CHTRF95 (3D)',
1286,
'geographic 3D',
6401,
6151,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4344,
'CHTRF95 (geocentric)',
1286,
'geocentric',
6500,
6151,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4345,
'ETRS89 (3D)',
1298,
'geographic 3D',
6401,
6258,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'Norwegian Geodetic Institute geodetic publication 1990:1',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4346,
'ETRS89 (geocentric)',
1298,
'geocentric',
6500,
6258,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'Norwegian Geodetic Institute geodetic publication 1990:1',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4347,
'GDA94 (3D)',
1036,
'geographic 3D',
6423,
6283,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Horizontal coordinates referenced to this CRS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user.',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('2003-12-31'),
'2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4348,
'GDA94 (geocentric)',
1036,
'geocentric',
6500,
6283,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4349,
'Hartebeesthoek94 (3D)',
1215,
'geographic 3D',
6401,
6148,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4350,
'Hartebeesthoek94 (geocentric)',
1215,
'geocentric',
6500,
6148,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4351,
'IRENET95 (3D)',
1305,
'geographic 3D',
6401,
6173,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4352,
'IRENET95 (geocentric)',
1305,
'geocentric',
6500,
6173,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4353,
'JGD2000 (3D)',
1129,
'geographic 3D',
6401,
6612,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Japanese Survey Federation.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4354,
'JGD2000 (geocentric)',
1129,
'geocentric',
6500,
6612,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Japanese Survey Federation.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4355,
'LKS94 (ETRS89) (3D)',
1145,
'geographic 3D',
6401,
6126,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4356,
'LKS94 (ETRS89) (geocentric)',
1145,
'geocentric',
6500,
6126,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4357,
'Moznet (3D)',
1167,
'geographic 3D',
6401,
6130,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4358,
'Moznet (geocentric)',
1167,
'geocentric',
6500,
6130,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4359,
'NAD83(CSRS) (3D)',
2784,
'geographic 3D',
6401,
6140,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4360,
'NAD83(CSRS) (geocentric)',
2784,
'geocentric',
6500,
6140,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Service New Brunswick Land and Information Standards Manual',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4361,
'NAD83(HARN) (3D)',
1337,
'geographic 3D',
6401,
6152,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'National Geodetic Survey',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4362,
'NAD83(HARN) (geocentric)',
1337,
'geocentric',
6500,
6152,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Geodetic Survey',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4363,
'NZGD2000 (3D)',
1175,
'geographic 3D',
6401,
6167,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Land Information New Zealand.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4364,
'NZGD2000 (geocentric)',
1175,
'geocentric',
6500,
6167,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Land Information New Zealand.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4365,
'POSGAR 98 (3D)',
1033,
'geographic 3D',
6401,
6190,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Densification in Argentina of SIRGAS.',
'http://www.igm.gov.ar/posgar.html',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4366,
'POSGAR 98 (geocentric)',
1033,
'geocentric',
6500,
6190,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'A geodetic network of 127 high accuracy surved points that define the National Geodetic System (Sistema Geodesico Nacional). Densification of SIRGAS 1995.',
'http://www.igm.gov.ar/posgar.html',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4367,
'REGVEN (3D)',
1251,
'geographic 3D',
6401,
6189,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Densification in Venezuela of SIRGAS.',
'Servicio Autonomo de Geografia y Cartografia Nacional.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4368,
'REGVEN (geocentric)',
1251,
'geocentric',
6500,
6189,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Densification in Venezuela of SIRGAS.',
'Servicio Autonomo de Geografia y Cartografia Nacional.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4369,
'RGF93 (3D)',
1096,
'geographic 3D',
6401,
6171,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4370,
'RGF93 (geocentric)',
1096,
'geocentric',
6500,
6171,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4371,
'RGFG95 (3D)',
1097,
'geographic 3D',
6401,
6624,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4372,
'RGFG95 (geocentric)',
1097,
'geocentric',
6500,
6624,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4373,
'RGR92 (3D)',
1196,
'geographic 3D',
6401,
6627,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4374,
'RGR92 (geocentric)',
1196,
'geocentric',
6500,
6627,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4375,
'SIRGAS (3D)',
1341,
'geographic 3D',
6401,
6170,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'NIMA TR8350.2 revision of January 2000.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4376,
'SIRGAS (geocentric)',
1341,
'geocentric',
6500,
6170,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'NIMA TR8350.2 revision of January 2000.',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4377,
'SWEREF99 (3D)',
1225,
'geographic 3D',
6401,
6619,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4378,
'SWEREF99 (geocentric)',
1225,
'geocentric',
6500,
6619,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4379,
'Yemen NGN96 (3D)',
1257,
'geographic 3D',
6401,
6163,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4380,
'Yemen NGN96 (geocentric)',
1257,
'geocentric',
6500,
6163,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2002-12-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4381,
'RGNC 1991 (3D)',
1174,
'geographic 3D',
6401,
6645,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2003-08-14'),
'2003.240',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4382,
'RGNC 1991 (geocentric)',
1174,
'geocentric',
6500,
6645,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2003-08-14'),
'2003.240',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4383,
'RRAF 1991 (3D)',
2824,
'geographic 3D',
6401,
6640,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Supersedes older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4384,
'RRAF 1991 (geocentric)',
2824,
'geocentric',
6500,
6640,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Supersedes older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4385,
'ITRF2000 (geocentric)',
2830,
'geocentric',
6500,
6656,
Null,
Null,
Null,
Null,
'Geodesy.',
'Supersedes ITRF97 (code 4336).',
'IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4386,
'ISN93 (3D)',
1120,
'geographic 3D',
6401,
6659,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4387,
'ISN93 (geocentric)',
1120,
'geocentric',
6500,
6659,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4388,
'LKS92 (3D)',
1139,
'geographic 3D',
6401,
6661,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4389,
'LKS92 (geocentric)',
1139,
'geocentric',
6500,
6661,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4399,
'NAD27 / BLM 59N (ftUS)',
3482,
'projected',
4497,
Null,
4267,
4186,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4400,
'NAD27 / BLM 60N (ftUS)',
3483,
'projected',
4497,
Null,
4267,
4187,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4401,
'NAD27 / BLM 1N (ftUS)',
3484,
'projected',
4497,
Null,
4267,
4101,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4402,
'NAD27 / BLM 2N (ftUS)',
3485,
'projected',
4497,
Null,
4267,
4102,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4403,
'NAD27 / BLM 3N (ftUS)',
3486,
'projected',
4497,
Null,
4267,
4103,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4404,
'NAD27 / BLM 4N (ftUS)',
3487,
'projected',
4497,
Null,
4267,
4104,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4405,
'NAD27 / BLM 5N (ftUS)',
3490,
'projected',
4497,
Null,
4267,
4105,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4406,
'NAD27 / BLM 6N (ftUS)',
3493,
'projected',
4497,
Null,
4267,
4106,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4407,
'NAD27 / BLM 7N (ftUS)',
3494,
'projected',
4497,
Null,
4267,
4107,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4408,
'NAD27 / BLM 8N (ftUS)',
3495,
'projected',
4497,
Null,
4267,
4108,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4409,
'NAD27 / BLM 9N (ftUS)',
3496,
'projected',
4497,
Null,
4267,
4109,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4410,
'NAD27 / BLM 10N (ftUS)',
3497,
'projected',
4497,
Null,
4267,
4110,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4411,
'NAD27 / BLM 11N (ftUS)',
3498,
'projected',
4497,
Null,
4267,
4111,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4412,
'NAD27 / BLM 12N (ftUS)',
3499,
'projected',
4497,
Null,
4267,
4112,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4413,
'NAD27 / BLM 13N (ftUS)',
3500,
'projected',
4497,
Null,
4267,
4113,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4414,
'NAD83(HARN) / Guam Map Grid',
1110,
'projected',
4499,
Null,
4152,
4325,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Guam 1963 / SPCS (CRS code 3993) from 1995. Guam Public Law 23-31 uses the name "NAD83" for NAD83(HARN). NAD83 is a system realised only in North America and different to NAD83(HARN).',
'Guam Public Law 23-31 and Department of Land Management brochure "1993 Guam Geodetic Network".',
'OGP',
TO_DATE('2009-07-25'),
'2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4415,
'Katanga 1955 / Katanga Lambert',
3147,
'projected',
4499,
Null,
4695,
4416,
Null,
Null,
'Medium and small scale topographic mapping.',
'',
'J. van der Straeten, "Triangulation du Katanga", Comite Special du Katanga (CSK), 1955.',
'OGP',
TO_DATE('2009-06-30'),
'2009.047',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4417,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 7',
3584,
'projected',
4530,
Null,
4178,
16267,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 7 (CRS code 3331).',
'OGP',
'OGP',
TO_DATE('2009-07-04'),
'2009.051 2009.053',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4418,
'NAD27 / BLM 18N (ftUS)',
3505,
'projected',
4497,
Null,
4267,
4118,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4419,
'NAD27 / BLM 19N (ftUS)',
3506,
'projected',
4497,
Null,
4267,
4119,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4420,
'NAD83 / BLM 60N (ftUS)',
3483,
'projected',
4497,
Null,
4269,
4187,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4421,
'NAD83 / BLM 1N (ftUS)',
3484,
'projected',
4497,
Null,
4269,
4101,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4422,
'NAD83 / BLM 2N (ftUS)',
3485,
'projected',
4497,
Null,
4269,
4102,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4423,
'NAD83 / BLM 3N (ftUS)',
3486,
'projected',
4497,
Null,
4269,
4103,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4424,
'NAD83 / BLM 4N (ftUS)',
3487,
'projected',
4497,
Null,
4269,
4104,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4425,
'NAD83 / BLM 5N (ftUS)',
3490,
'projected',
4497,
Null,
4269,
4105,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4426,
'NAD83 / BLM 6N (ftUS)',
3493,
'projected',
4497,
Null,
4269,
4106,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4427,
'NAD83 / BLM 7N (ftUS)',
3494,
'projected',
4497,
Null,
4269,
4107,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4428,
'NAD83 / BLM 8N (ftUS)',
3495,
'projected',
4497,
Null,
4269,
4108,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4429,
'NAD83 / BLM 9N (ftUS)',
3496,
'projected',
4497,
Null,
4269,
4109,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4430,
'NAD83 / BLM 10N (ftUS)',
3497,
'projected',
4497,
Null,
4269,
4110,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4431,
'NAD83 / BLM 11N (ftUS)',
3498,
'projected',
4497,
Null,
4269,
4111,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4432,
'NAD83 / BLM 12N (ftUS)',
3499,
'projected',
4497,
Null,
4269,
4112,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4433,
'NAD83 / BLM 13N (ftUS)',
3500,
'projected',
4497,
Null,
4269,
4113,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4434,
'Pulkovo 1942(83) / 3-degree Gauss-Kruger zone 8',
3586,
'projected',
4530,
Null,
4178,
16268,
Null,
Null,
'Military large scale (1/5000 and larger) topographic mapping.',
'Replaces Pulkovo 1942(58) / 3-degree Gauss-Kruger zone 8 (CRS code 3332).',
'OGP',
'OGP',
TO_DATE('2009-07-04'),
'2009.051 2009.053',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4437,
'NAD83(NSRS2007) / Puerto Rico and Virgin Is.',
2251,
'projected',
4499,
Null,
4759,
15230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD83(HARN) / SPCS (CRS code 2866).',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-08-14'),
'2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4438,
'NAD83 / BLM 18N (ftUS)',
3505,
'projected',
4497,
Null,
4269,
4118,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4439,
'NAD83 / BLM 19N (ftUS)',
3506,
'projected',
4497,
Null,
4269,
4119,
Null,
Null,
'No official usage.',
'',
'OGP',
'OGP',
TO_DATE('2010-02-20'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4440,
'NZVD2009 height',
1175,
'vertical',
6499,
1039,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4455,
'NAD27 / Pennsylvania South',
2246,
'projected',
4497,
Null,
4267,
4436,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2009-08-29'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4456,
'NAD27 / New York Long Island',
2235,
'projected',
4497,
Null,
4267,
4454,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2009-08-29'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4457,
'NAD83 / South Dakota North (ftUS)',
2249,
'projected',
4497,
Null,
4269,
15394,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. Federal definition is metric - see code 32134. For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-08-29'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4458,
'Dunedin-Bluff 1960 height',
1501,
'vertical',
6499,
1040,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-11-12'),
'2009.081 2009.089',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4462,
'WGS 84 / Australian Centre for Remote Sensing Lambert',
2575,
'projected',
4400,
Null,
4326,
4460,
Null,
Null,
'Australia-wide geoscience mapping.',
'See also GDA94 / GALCC (CRS code 3112).',
'Geoscience Australia; http://www.ga.gov.au/remote-sensing/get-satellite-imagery-data/technical-information/processing/map-projection.jsp',
'OGP',
TO_DATE('2009-10-31'),
'2009.069',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4463,
'RGSPM06',
1220,
'geographic 2D',
6422,
1038,
4466,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Saint Pierre et Miquelon 1950 (CRS code 4638).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4465,
'RGSPM06',
1220,
'geocentric',
6500,
1038,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4466,
'RGSPM06',
1220,
'geographic 3D',
6423,
1038,
4465,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4467,
'RGSPM06 / UTM zone 21N',
1220,
'projected',
4400,
Null,
4463,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Saint Pierre et Miquelon 1950 / UTM zone 21N (CRS code 2987).',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4468,
'RGM04',
1159,
'geocentric',
6500,
1036,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4469,
'RGM04',
1159,
'geographic 3D',
6423,
1036,
4468,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4470,
'RGM04',
1159,
'geographic 2D',
6422,
1036,
4469,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Combani 1950 (CRS code 4632) except for cadastral purposes which use Cadastre 1997 (CRS code 4475).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4471,
'RGM04 / UTM zone 38S',
1159,
'projected',
4400,
Null,
4470,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Combani 1950 / UTM zone 38S (CRS code 2980) except for cadastre which uses Cadastre 1997 / UTM zone 38S (CRS code 4474).',
'IGN Paris',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4472,
'Cadastre 1997',
3340,
'geographic 3D',
6423,
1037,
4473,
15592,
Null,
Null,
'Geodetic survey.',
'',
'CERTU',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4473,
'Cadastre 1997',
3340,
'geocentric',
6500,
1037,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'CERTU.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4474,
'Cadastre 1997 / UTM zone 38S',
3340,
'projected',
4400,
Null,
4632,
16138,
Null,
Null,
'Cadastre.',
'Replaces Combani 1950 / UTM zone 38S (CRS code 2980) for cadastral purposes only. For other purposes see RGM04 / UTM zone 38S (CRS code 4471).',
'CERTU',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4475,
'Cadastre 1997',
3340,
'geographic 2D',
6422,
1037,
4472,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Combani 1950 (CRS code 4632) for cadastral purposes only. For other purposes see RGM04 (CRS code 4470).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2010-03-01'),
'2009.072 2010.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4479,
'China Geodetic Coordinate System 2000',
3228,
'geocentric',
6500,
1043,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Chinese Academy of Surveying and Mapping.',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4480,
'China Geodetic Coordinate System 2000',
3228,
'geographic 3D',
6423,
1043,
4479,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Chinese Academy of Surveying and Mapping.',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4481,
'Mexican Datum of 1993',
1160,
'geocentric',
6500,
1042,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by SIRGAS 2000 (code 4988).',
'National Realizations webpage on http://www.sirgas.org. See also www.fig.net/pub/cairo/papers/ts_13/ts13_03_hansen.pdf',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4482,
'Mexican Datum of 1993',
1160,
'geographic 3D',
6423,
1042,
4481,
15592,
Null,
Null,
'Geodetic survey.',
'Replaced by SIRGAS 2000 (code 4989).',
'National Realizations webpage on www.sirgas.org. See also www.fig.net/pub/cairo/papers/ts_13/ts13_03_hansen.pdf',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4483,
'Mexican Datum of 1993',
1160,
'geographic 2D',
6422,
1042,
4482,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces NAD27 (code 4267); Replaced by SIRGAS 2000 (code 4674).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4484,
'Mexican Datum of 1993 / UTM zone 11N',
3423,
'projected',
4400,
Null,
4483,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 11N (code 26711). Replaced by SIRGAS 2000 / UTM zone 11N (code 31965).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4485,
'Mexican Datum of 1993 / UTM zone 12N',
3424,
'projected',
4400,
Null,
4483,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 12N (code 26712). Replaced by SIRGAS 2000 / UTM zone 12N (code 31966).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4486,
'Mexican Datum of 1993 / UTM zone 13N',
3425,
'projected',
4400,
Null,
4483,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 13N (code 26713). Replaced by SIRGAS 2000 / UTM zone 13N (code 31967).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4487,
'Mexican Datum of 1993 / UTM zone 14N',
3426,
'projected',
4400,
Null,
4483,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 14N (code 26714). Replaced by SIRGAS 2000 / UTM zone 14N (code 31968).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4488,
'Mexican Datum of 1993 / UTM zone 15N',
3633,
'projected',
4400,
Null,
4483,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 15N (code 26715). Replaced by SIRGAS 2000 / UTM zone 15N (code 31969).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4489,
'Mexican Datum of 1993 / UTM zone 16N',
3635,
'projected',
4400,
Null,
4483,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 16N (code 26716). Replaced by SIRGAS 2000 / UTM zone 16N (code 31970).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4490,
'China Geodetic Coordinate System 2000',
3228,
'geographic 2D',
6422,
1043,
4480,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Adopted July 2008. Replaces Xian 1980 (CRS code 4610).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4491,
'CGCS2000 / Gauss-Kruger zone 13',
1587,
'projected',
4530,
Null,
4490,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 75E (code 4502).',
'OGP',
'OGP',
TO_DATE('2009-11-12'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4492,
'CGCS2000 / Gauss-Kruger zone 14',
1588,
'projected',
4530,
Null,
4490,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 81E (code 4503).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4493,
'CGCS2000 / Gauss-Kruger zone 15',
1589,
'projected',
4530,
Null,
4490,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 87E (code 4504).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4494,
'CGCS2000 / Gauss-Kruger zone 16',
1590,
'projected',
4530,
Null,
4490,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 93E (code 4505).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4495,
'CGCS2000 / Gauss-Kruger zone 17',
1591,
'projected',
4530,
Null,
4490,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 99E (code 4506).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4496,
'CGCS2000 / Gauss-Kruger zone 18',
1592,
'projected',
4530,
Null,
4490,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 105E (code 4507).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4497,
'CGCS2000 / Gauss-Kruger zone 19',
1593,
'projected',
4530,
Null,
4490,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 111E (code 4508).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4498,
'CGCS2000 / Gauss-Kruger zone 20',
1594,
'projected',
4530,
Null,
4490,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 117E (code 4509).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4499,
'CGCS2000 / Gauss-Kruger zone 21',
1595,
'projected',
4530,
Null,
4490,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 123E (code 4510).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4500,
'CGCS2000 / Gauss-Kruger zone 22',
1596,
'projected',
4530,
Null,
4490,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 129E (code 4511).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4501,
'CGCS2000 / Gauss-Kruger zone 23',
1597,
'projected',
4530,
Null,
4490,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see CGCS2000 / [6-degree] Gauss-Kruger CM 135E (code 4512).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4502,
'CGCS2000 / Gauss-Kruger CM 75E',
1587,
'projected',
4530,
Null,
4490,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 13 (code 4491).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4503,
'CGCS2000 / Gauss-Kruger CM 81E',
1588,
'projected',
4530,
Null,
4490,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 14 (code 4492).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4504,
'CGCS2000 / Gauss-Kruger CM 87E',
1589,
'projected',
4530,
Null,
4490,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 15 (code 4493).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4505,
'CGCS2000 / Gauss-Kruger CM 93E',
1590,
'projected',
4530,
Null,
4490,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 16 (code 4494).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4506,
'CGCS2000 / Gauss-Kruger CM 99E',
1591,
'projected',
4530,
Null,
4490,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 17 (code 4495).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4507,
'CGCS2000 / Gauss-Kruger CM 105E',
1592,
'projected',
4530,
Null,
4490,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 18 (code 4496).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4508,
'CGCS2000 / Gauss-Kruger CM 111E',
1593,
'projected',
4530,
Null,
4490,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 19 (code 4497).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4509,
'CGCS2000 / Gauss-Kruger CM 117E',
1594,
'projected',
4530,
Null,
4490,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 20 (code 4498).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4510,
'CGCS2000 / Gauss-Kruger CM 123E',
1595,
'projected',
4530,
Null,
4490,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 21 (code 4499).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4511,
'CGCS2000 / Gauss-Kruger CM 129E',
1596,
'projected',
4530,
Null,
4490,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 22 (code 4500).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4512,
'CGCS2000 / Gauss-Kruger CM 135E',
1597,
'projected',
4530,
Null,
4490,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of CGCS2000 / [6-degree] Gauss-Kruger zone 23 (code 4501).',
'OGP',
'OGP',
TO_DATE('2009-10-31'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4513,
'CGCS2000 / 3-degree Gauss-Kruger zone 25',
2711,
'projected',
4530,
Null,
4490,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 75E (code 4534).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4514,
'CGCS2000 / 3-degree Gauss-Kruger zone 26',
2712,
'projected',
4530,
Null,
4490,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 78E (code 4535).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4515,
'CGCS2000 / 3-degree Gauss-Kruger zone 27',
2713,
'projected',
4530,
Null,
4490,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 81E (code 4536).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4516,
'CGCS2000 / 3-degree Gauss-Kruger zone 28',
2714,
'projected',
4530,
Null,
4490,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 84E (code 4537).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4517,
'CGCS2000 / 3-degree Gauss-Kruger zone 29',
2715,
'projected',
4530,
Null,
4490,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 87E (code 4538).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4518,
'CGCS2000 / 3-degree Gauss-Kruger zone 30',
2716,
'projected',
4530,
Null,
4490,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 90E (code 4539).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4519,
'CGCS2000 / 3-degree Gauss-Kruger zone 31',
2717,
'projected',
4530,
Null,
4490,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 93E (code 4540).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4520,
'CGCS2000 / 3-degree Gauss-Kruger zone 32',
2718,
'projected',
4530,
Null,
4490,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 96E (code 4541).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4521,
'CGCS2000 / 3-degree Gauss-Kruger zone 33',
2719,
'projected',
4530,
Null,
4490,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 99E (code 4542).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4522,
'CGCS2000 / 3-degree Gauss-Kruger zone 34',
2720,
'projected',
4530,
Null,
4490,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 102E (code 4543).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4523,
'CGCS2000 / 3-degree Gauss-Kruger zone 35',
2721,
'projected',
4530,
Null,
4490,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 105E (code 4544).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4524,
'CGCS2000 / 3-degree Gauss-Kruger zone 36',
2722,
'projected',
4530,
Null,
4490,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 108E (code 4545).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4525,
'CGCS2000 / 3-degree Gauss-Kruger zone 37',
2723,
'projected',
4530,
Null,
4490,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 111E (code 4546).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4526,
'CGCS2000 / 3-degree Gauss-Kruger zone 38',
2724,
'projected',
4530,
Null,
4490,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 114E (code 4547).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4527,
'CGCS2000 / 3-degree Gauss-Kruger zone 39',
2725,
'projected',
4530,
Null,
4490,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 117E (code 4548).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4528,
'CGCS2000 / 3-degree Gauss-Kruger zone 40',
2726,
'projected',
4530,
Null,
4490,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 120E (code 4549).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4529,
'CGCS2000 / 3-degree Gauss-Kruger zone 41',
2727,
'projected',
4530,
Null,
4490,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 123E (code 4550).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4530,
'CGCS2000 / 3-degree Gauss-Kruger zone 42',
2728,
'projected',
4530,
Null,
4490,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 126E (code 4551).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4531,
'CGCS2000 / 3-degree Gauss-Kruger zone 43',
2729,
'projected',
4530,
Null,
4490,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 129E (code 4552).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4532,
'CGCS2000 / 3-degree Gauss-Kruger zone 44',
2730,
'projected',
4530,
Null,
4490,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 132E (code 4553).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4533,
'CGCS2000 / 3-degree Gauss-Kruger zone 45',
2731,
'projected',
4530,
Null,
4490,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see CGCS2000 / 3-degree Gauss-Kruger CM 135E (code 4554).',
'OGP',
'OGP',
TO_DATE('2009-11-13'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4534,
'CGCS2000 / 3-degree Gauss-Kruger CM 75E',
2711,
'projected',
4530,
Null,
4490,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 25 (code 4513).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4535,
'CGCS2000 / 3-degree Gauss-Kruger CM 78E',
2712,
'projected',
4530,
Null,
4490,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 26 (code 4514).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4536,
'CGCS2000 / 3-degree Gauss-Kruger CM 81E',
2713,
'projected',
4530,
Null,
4490,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 27 (code 4515).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4537,
'CGCS2000 / 3-degree Gauss-Kruger CM 84E',
2714,
'projected',
4530,
Null,
4490,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 28 (code 4516).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4538,
'CGCS2000 / 3-degree Gauss-Kruger CM 87E',
2715,
'projected',
4530,
Null,
4490,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 29 (code 4517).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4539,
'CGCS2000 / 3-degree Gauss-Kruger CM 90E',
2716,
'projected',
4530,
Null,
4490,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 30 (code 4518).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4540,
'CGCS2000 / 3-degree Gauss-Kruger CM 93E',
2717,
'projected',
4530,
Null,
4490,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 31 (code 4519).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4541,
'CGCS2000 / 3-degree Gauss-Kruger CM 96E',
2718,
'projected',
4530,
Null,
4490,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 32 (code 4520).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4542,
'CGCS2000 / 3-degree Gauss-Kruger CM 99E',
2719,
'projected',
4530,
Null,
4490,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 33 (code 4521).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4543,
'CGCS2000 / 3-degree Gauss-Kruger CM 102E',
2720,
'projected',
4530,
Null,
4490,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 34 (code 4522).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4544,
'CGCS2000 / 3-degree Gauss-Kruger CM 105E',
2721,
'projected',
4530,
Null,
4490,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 35 (code 4523).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4545,
'CGCS2000 / 3-degree Gauss-Kruger CM 108E',
2722,
'projected',
4530,
Null,
4490,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 36 (code 4524).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4546,
'CGCS2000 / 3-degree Gauss-Kruger CM 111E',
2723,
'projected',
4530,
Null,
4490,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 37 (code 4525).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4547,
'CGCS2000 / 3-degree Gauss-Kruger CM 114E',
2724,
'projected',
4530,
Null,
4490,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 38 (code 4526).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4548,
'CGCS2000 / 3-degree Gauss-Kruger CM 117E',
2725,
'projected',
4530,
Null,
4490,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 39 (code 4527).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4549,
'CGCS2000 / 3-degree Gauss-Kruger CM 120E',
2726,
'projected',
4530,
Null,
4490,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 40 (code 4528).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4550,
'CGCS2000 / 3-degree Gauss-Kruger CM 123E',
2727,
'projected',
4530,
Null,
4490,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 41 (code 4529).',
'OGP',
'OGP',
TO_DATE('2009-11-04'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4551,
'CGCS2000 / 3-degree Gauss-Kruger CM 126E',
2728,
'projected',
4530,
Null,
4490,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 42 (code 4530).',
'OGP',
'OGP',
TO_DATE('2009-11-05'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4552,
'CGCS2000 / 3-degree Gauss-Kruger CM 129E',
2729,
'projected',
4530,
Null,
4490,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 43 (code 4531).',
'OGP',
'OGP',
TO_DATE('2009-11-05'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4553,
'CGCS2000 / 3-degree Gauss-Kruger CM 132E',
2730,
'projected',
4530,
Null,
4490,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 44 (code 4532).',
'OGP',
'OGP',
TO_DATE('2009-11-05'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4554,
'CGCS2000 / 3-degree Gauss-Kruger CM 135E',
2731,
'projected',
4530,
Null,
4490,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of CGCS2000 / 3-degree Gauss-Kruger zone 45 (code 4533).',
'OGP',
'OGP',
TO_DATE('2009-11-05'),
'2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4555,
'New Beijing',
3228,
'geographic 2D',
6422,
1045,
Null,
Null,
Null,
Null,
'Topographic mapping.',
'Replaces Beijing 1954 (CRS code 4214). Replaced by CGCS2000 (code 4490).',
'Chinese Science Bulletin, 2009, 54:2714-2721.',
'OGP',
TO_DATE('2009-11-15'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4556,
'RRAF 1991',
2824,
'geocentric',
6500,
1047,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4557,
'RRAF 1991',
2824,
'geographic 3D',
6423,
1047,
4556,
15592,
Null,
Null,
'Geodetic survey.',
'Replaces older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4558,
'RRAF 1991',
2824,
'geographic 2D',
6422,
1047,
4557,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces older local systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4559,
'RRAF 1991 / UTM zone 20N',
2824,
'projected',
4400,
Null,
4558,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Sainte Anne / UTM zone 20N and Fort Marigot / UTM zone 20N (CRS codes 2969-70) in Guadeloupe and Fort Desaix / UTM zone 20N (CRS code 2973) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4568,
'New Beijing / Gauss-Kruger zone 13',
1587,
'projected',
4530,
Null,
4555,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 75E (code 4579).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4569,
'New Beijing / Gauss-Kruger zone 14',
1588,
'projected',
4530,
Null,
4555,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 81E (code 4580).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4570,
'New Beijing / Gauss-Kruger zone 15',
1589,
'projected',
4530,
Null,
4555,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 87E (code 4581).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4571,
'New Beijing / Gauss-Kruger zone 16',
1590,
'projected',
4530,
Null,
4555,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 93E (code 4582).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4572,
'New Beijing / Gauss-Kruger zone 17',
1591,
'projected',
4530,
Null,
4555,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 99E (code 4583).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4573,
'New Beijing / Gauss-Kruger zone 18',
1592,
'projected',
4530,
Null,
4555,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 105E (code 4584).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4574,
'New Beijing / Gauss-Kruger zone 19',
1593,
'projected',
4530,
Null,
4555,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / G-K zone 19 / [6-degree] Gauss-Kruger CM 111E (code 4585).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4575,
'New Beijing / Gauss-Kruger zone 20',
1594,
'projected',
4530,
Null,
4555,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 117E (code 4586).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4576,
'New Beijing / Gauss-Kruger zone 21',
1595,
'projected',
4530,
Null,
4555,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 123E (code 4587).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4577,
'New Beijing / Gauss-Kruger zone 22',
1596,
'projected',
4530,
Null,
4555,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 129E (code 4588).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4578,
'New Beijing / Gauss-Kruger zone 23',
1597,
'projected',
4530,
Null,
4555,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see New Beijing / [6-degree] Gauss-Kruger CM 135E (code 4589).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4579,
'New Beijing / Gauss-Kruger CM 75E',
1587,
'projected',
4530,
Null,
4555,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 13 (code 4568).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4580,
'New Beijing / Gauss-Kruger CM 81E',
1588,
'projected',
4530,
Null,
4555,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 14 (code 4569).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4581,
'New Beijing / Gauss-Kruger CM 87E',
1589,
'projected',
4530,
Null,
4555,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 15 (code 4570).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4582,
'New Beijing / Gauss-Kruger CM 93E',
1590,
'projected',
4530,
Null,
4555,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 16 (code 4571).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4583,
'New Beijing / Gauss-Kruger CM 99E',
1591,
'projected',
4530,
Null,
4555,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 17 (code 4572).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4584,
'New Beijing / Gauss-Kruger CM 105E',
1592,
'projected',
4530,
Null,
4555,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 18 (code 4573).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4585,
'New Beijing / Gauss-Kruger CM 111E',
1593,
'projected',
4530,
Null,
4555,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 19 (code 4574).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4586,
'New Beijing / Gauss-Kruger CM 117E',
1594,
'projected',
4530,
Null,
4555,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 20 (code 4575).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4587,
'New Beijing / Gauss-Kruger CM 123E',
1595,
'projected',
4530,
Null,
4555,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 21 (code 4576).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4588,
'New Beijing / Gauss-Kruger CM 129E',
1596,
'projected',
4530,
Null,
4555,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 22 (code 4577).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4589,
'New Beijing / Gauss-Kruger CM 135E',
1597,
'projected',
4530,
Null,
4555,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of New Beijing / [6-degree] Gauss-Kruger zone 23 (code 4578).',
'OGP',
'OGP',
TO_DATE('2009-11-09'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4600,
'Anguilla 1957',
3214,
'geographic 2D',
6422,
6600,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4601,
'Antigua 1943',
1273,
'geographic 2D',
6422,
6601,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4602,
'Dominica 1945',
3239,
'geographic 2D',
6422,
6602,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4603,
'Grenada 1953',
1551,
'geographic 2D',
6422,
6603,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4604,
'Montserrat 1958',
3279,
'geographic 2D',
6422,
6604,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4605,
'St. Kitts 1955',
3297,
'geographic 2D',
6422,
6605,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4606,
'St. Lucia 1955',
3298,
'geographic 2D',
6422,
6606,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4607,
'St. Vincent 1945',
3300,
'geographic 2D',
6422,
6607,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4608,
'NAD27(76)',
1367,
'geographic 2D',
6422,
6608,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4609,
'NAD27(CGQ77)',
1368,
'geographic 2D',
6422,
6609,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4610,
'Xian 1980',
3228,
'geographic 2D',
6422,
6610,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Beijing 1954 (CRS code 4214). Replaced by CGCS2000(CRS code 4490).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2003.370 2009.084',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4611,
'Hong Kong 1980',
1118,
'geographic 2D',
6422,
6611,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Hong Kong 1963 and Hong Kong 1963(67).',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2006-02-06'),
'2003.370 2005.260',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4612,
'JGD2000',
1129,
'geographic 2D',
6422,
6612,
4947,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Tokyo (code 4301) from April 2002.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4613,
'Segara',
1360,
'geographic 2D',
6422,
6613,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'OGP',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4614,
'QND95',
1346,
'geographic 2D',
6422,
6614,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4615,
'Porto Santo',
1314,
'geographic 2D',
6422,
6615,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by 1995 system (CRS code 4663).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2004-01-06'),
'2003.231 2003.232 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4616,
'Selvagem Grande',
2779,
'geographic 2D',
6422,
6616,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2004-01-06'),
'2003.232 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4617,
'NAD83(CSRS)',
1061,
'geographic 2D',
6422,
6140,
4955,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2006.392 2007.026 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4618,
'SAD69',
1358,
'geographic 2D',
6422,
6618,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4619,
'SWEREF99',
1225,
'geographic 2D',
6422,
6619,
4977,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4620,
'Point 58',
2790,
'geographic 2D',
6422,
6620,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The 12th parallel traverse of 1966-70 is connected to the Adindan network in western Sudan (geogCRS code 4201).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4621,
'Fort Marigot',
2828,
'geographic 2D',
6422,
6621,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RRAF 1991 (CRS code 4558).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2003.370 2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4622,
'Guadeloupe 1948',
2829,
'geographic 2D',
6422,
6622,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RRAF 1991 (CRS code 4558).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2003.370 2004.561 2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4623,
'CSG67',
3105,
'geographic 2D',
6422,
6623,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2005-04-24'),
'2003.370 2004.562',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4624,
'RGFG95',
1097,
'geographic 2D',
6422,
6624,
4967,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4625,
'Martinique 1938',
3276,
'geographic 2D',
6422,
6625,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RRAF 1991 (CRS code 4558).',
'IGN Paris',
'OGP',
TO_DATE('2009-11-24'),
'2003.370 2004.561 2009.073',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4626,
'Reunion 1947',
3337,
'geographic 2D',
6422,
6626,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGR92 (code 4627).',
'IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'2003.370 2004.561',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4627,
'RGR92',
1196,
'geographic 2D',
6422,
6627,
4971,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Piton des Neiges (code 4626).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4628,
'Tahiti 52',
2811,
'geographic 2D',
6422,
6628,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Tahiti 79 (CRS code 4690) in Tahiti and Moorea 87 (CRS code 4691) in Moorea.',
'IGN Paris',
'OGP',
TO_DATE('2005-08-12'),
'2003.370 2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4629,
'Tahaa 54',
2812,
'geographic 2D',
6422,
6629,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGPF, CRS code 4687.',
'IGN Paris',
'OGP',
TO_DATE('2005-08-12'),
'2003.370 2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4630,
'IGN72 Nuku Hiva',
3129,
'geographic 2D',
6422,
6630,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGPF, CRS code 4687.',
'IGN Paris',
'OGP',
TO_DATE('2005-08-12'),
'2003.370 2005.380',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4631,
'K0 1949',
2816,
'geographic 2D',
6422,
6631,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4632,
'Combani 1950',
3340,
'geographic 2D',
6422,
6632,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Cadastre 1997 (CRS code 4475) for cadastral purposes only and by RGM04 (CRS code 4470) for all other purposes.',
'IGN Paris',
'OGP',
TO_DATE('2009-10-29'),
'2003.370 2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4633,
'IGN56 Lifou',
2814,
'geographic 2D',
6422,
6633,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4634,
'IGN72 Grand Terre',
2822,
'geographic 2D',
6402,
6634,
Null,
Null,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for the human interface.',
'Superseded by RGNC 1991 (CRS code 4645).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4635,
'ST87 Ouvea',
2813,
'geographic 2D',
6422,
6635,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Superseded by RGNC 1991 (CRS code 4645).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4636,
'Petrels 1972',
2817,
'geographic 2D',
6422,
6636,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4637,
'Perroud 1950',
2818,
'geographic 2D',
6422,
6637,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4638,
'Saint Pierre et Miquelon 1950',
1220,
'geographic 2D',
6422,
6638,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGSPM06 (CRS code 4463).',
'IGN Paris',
'OGP',
TO_DATE('2009-10-29'),
'2003.370 2009.072',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4639,
'MOP78',
2815,
'geographic 2D',
6422,
6639,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4640,
'RRAF 1991',
2824,
'geographic 2D',
6422,
6640,
4973,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces older local systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079 2009.073',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4641,
'IGN53 Mare',
2819,
'geographic 2D',
6422,
6641,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4642,
'ST84 Ile des Pins',
2820,
'geographic 2D',
6422,
6642,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4643,
'ST71 Belep',
2821,
'geographic 2D',
6422,
6643,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'IGN Paris',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4644,
'NEA74 Noumea',
2823,
'geographic 2D',
6422,
6644,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4645,
'RGNC 1991',
1174,
'geographic 2D',
6422,
6645,
4969,
15539,
Null,
Null,
'Horizontal component of 3D system.',
'Supersedes older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4641-44 and 4662).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2004-01-06'),
'2003.240 2003.370',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4646,
'Grand Comoros',
2807,
'geographic 2D',
6422,
6646,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4647,
'ETRS89 / UTM zone N32',
3643,
'projected',
4400,
Null,
4258,
4648,
Null,
Null,
'Used in Schleswig-Holstein.',
'Variant of ETRS89 / UTM zone 32N (CRS code 25832) in which easting has zone prefix.',
'Landesvermessungsamt Schleswig-Holstein',
'OGP',
TO_DATE('2009-11-17'),
'2009.071',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4652,
'New Beijing / 3-degree Gauss-Kruger zone 25',
2711,
'projected',
4530,
Null,
4555,
16285,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 75E (code 4782).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4653,
'New Beijing / 3-degree Gauss-Kruger zone 26',
2712,
'projected',
4530,
Null,
4555,
16286,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 78E (code 4783).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4654,
'New Beijing / 3-degree Gauss-Kruger zone 27',
2713,
'projected',
4530,
Null,
4555,
16287,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 81E (code 4784).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4655,
'New Beijing / 3-degree Gauss-Kruger zone 28',
2714,
'projected',
4530,
Null,
4555,
16288,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 84E (code 4785).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4656,
'New Beijing / 3-degree Gauss-Kruger zone 29',
2715,
'projected',
4530,
Null,
4555,
16289,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 87E (code 4786).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4657,
'Reykjavik 1900',
3262,
'geographic 2D',
6422,
6657,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'See ellipsoid remarks.',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4658,
'Hjorsey 1955',
3262,
'geographic 2D',
6422,
6658,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4659,
'ISN93',
1120,
'geographic 2D',
6422,
6659,
4945,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4660,
'Helle 1954',
2869,
'geographic 2D',
6422,
6660,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Statens kartverk',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4661,
'LKS92',
1139,
'geographic 2D',
6422,
6661,
4949,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'This name is also used for a projected CRS (see projCRS code 3059).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4662,
'IGN72 Grande Terre',
2822,
'geographic 2D',
6422,
6634,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2003.370 2006.620',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4663,
'Porto Santo 1995',
1314,
'geographic 2D',
6422,
6663,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces 1936 system (CRS code 4615). Replaced by PTRA08 (CRS code 5013).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4664,
'Azores Oriental 1995',
1345,
'geographic 2D',
6422,
6664,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces 1948 system (CRS code 4184). Replaced by PTRA08 (CRS code 5013).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4665,
'Azores Central 1995',
1301,
'geographic 2D',
6422,
6665,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces 1948 system (CRS code 4183). Replaced by PTRA08 (CRS code 5013).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2003.370 2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4666,
'Lisbon 1890',
1294,
'geographic 2D',
6422,
6666,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4207).',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4667,
'IKBD-92',
2876,
'geographic 2D',
6422,
6667,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4668,
'ED79',
1297,
'geographic 2D',
6422,
6668,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2003.370 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4669,
'LKS94',
1145,
'geographic 2D',
6422,
6126,
4951,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2003.370 2006.310 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4670,
'IGM95',
1127,
'geographic 2D',
6422,
6670,
4983,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4671,
'Voirol 1879',
1365,
'geographic 2D',
6422,
6671,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4672,
'Chatham Islands 1971',
2889,
'geographic 2D',
6422,
6672,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by CI1979.',
'Office of Surveyor General (OSG) Technical Report 14, June 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4673,
'Chatham Islands 1979',
2889,
'geographic 2D',
6422,
6673,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces CI1971. Replaced by NZGD2000 from March 2000.',
'Office of Surveyor General (OSG) Technical Report 14, June 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4674,
'SIRGAS 2000',
3418,
'geographic 2D',
6422,
6674,
4989,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America. In Mexico, replaces Mexican Datum of 1993 (code 4483).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2009-11-24'),
'2006.465 2007.079 2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4675,
'Guam 1963',
3255,
'geographic 2D',
6422,
6675,
Null,
Null,
Null,
Null,
'Topographic mapping, engineering survey, cadastral survey.',
'Replaced by NAD83(HARN) alias Guam Geodetic Network 1993 (CRS code 4152) from 1995.',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-07-29'),
'2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4676,
'Vientiane 1982',
1138,
'geographic 2D',
6422,
6676,
Null,
Null,
Null,
Null,
'Medium and small scale topographic mapping.',
'Replaced by Lao 1993 and then by Lao 1997. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4677,
'Lao 1993',
1138,
'geographic 2D',
6422,
6677,
4991,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Vientiane 1982. Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4678,
'Lao 1997',
1138,
'geographic 2D',
6422,
6678,
4993,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Lao 1993 which in turn replaced Vientiane 1982. Lao 1993 coordinate values are within 1m of Lao 1997 values. Vientiane 1982 coordinate values are within 3m of Lao 1997 values.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4679,
'Jouik 1961',
2967,
'geographic 2D',
6422,
6679,
Null,
Null,
Null,
Null,
'Hydrographic charting.',
'Replaced by Mauritania 1999 (CRS code 4702).',
'Woodside',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4680,
'Nouakchott 1965',
2968,
'geographic 2D',
6422,
6680,
Null,
Null,
Null,
Null,
'Hydrographic charting.',
'Replaced by Mauritania 1999 (CRS code 4702).',
'Woodside',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4681,
'Mauritania 1999',
1157,
'geographic 2D',
6422,
6681,
Null,
Null,
Null,
Null,
'Minerals management, topographic mapping.',
'Mining title descriptions referring to "Clarke 1880 ellipsoid" should be assumed to be referenced to this CRS. Supersedes all earlier local systems.',
'Woodside',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4682,
'Gulshan 303',
1041,
'geographic 2D',
6422,
6682,
Null,
Null,
Null,
Null,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Survey of Bangladesh via IGN Paris and Tullow Oil.',
'OGP',
TO_DATE('2006-06-22'),
'2006.470',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4683,
'PRS92',
1190,
'geographic 2D',
6422,
6683,
4995,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Luzon 19111 (CRS code 4253).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4684,
'Gan 1970',
3274,
'geographic 2D',
6422,
6684,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In some references incorrectly named "Gandajika 1970". See CRS "Gandajika", code 4685, from the Democratic Republic of the Congo (Zaire).',
'Various industry sources',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4685,
'Gandajika',
1259,
'geographic 2D',
6422,
6685,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In some references incorrectly attributed to the Maldives. See CRS "Gan 1970", code 4684.',
'Various industry sources',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4686,
'MAGNA-SIRGAS',
3229,
'geographic 2D',
6422,
6686,
4997,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Bogota 1975 (CRS code .4218).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4687,
'RGPF',
1098,
'geographic 2D',
6422,
6687,
4999,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Tahaa 54 (CRS code 4629), IGN 63 Hiva Oa (4689), IGN 72 Nuku Hiva (4630), Maupiti 83 (4692), MHEFO 55 (4688), Moorea 87 (4691) and Tahiti 79 (4690).',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4688,
'Fatu Iva 72',
3133,
'geographic 2D',
6422,
6688,
Null,
Null,
Null,
Null,
'Hydrographic and topographic survey.',
'Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Etablissement Francais d''Oceanie (MHEFO 55). Replaced by RGPF, CRS code 4687.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4689,
'IGN63 Hiva Oa',
3130,
'geographic 2D',
6422,
6689,
Null,
Null,
Null,
Null,
'Hydrographic and topographic survey.',
'Replaced by RGPF, CRS code 4687.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4690,
'Tahiti 79',
3124,
'geographic 2D',
6422,
6690,
Null,
Null,
Null,
Null,
'Hydrographic and topographic survey.',
'Replaces Tahiti 52 (CRS code 4628) in Tahiti. Replaced by RGPF (CRS code 4687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4691,
'Moorea 87',
3125,
'geographic 2D',
6422,
6691,
Null,
Null,
Null,
Null,
'Hydrographic and topographic survey.',
'Replaces Tahiti 52 (CRS code 4628) in Moorea. Replaced by RGPF (CRS code 4687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4692,
'Maupiti 83',
3126,
'geographic 2D',
6422,
6692,
Null,
Null,
Null,
Null,
'Hydrographic and topographic survey.',
'Replaced by RGPF, CRS code 4687.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4693,
'Nakhl-e Ghanem',
2362,
'geographic 2D',
6422,
6693,
Null,
Null,
Null,
Null,
'Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.',
'',
'Total',
'OGP',
TO_DATE('2005-08-17'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4694,
'POSGAR 94',
1033,
'geographic 2D',
6422,
6694,
4929,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Legally adopted in May 1997. Replaced by POSGAR 98 for many practical purposes.',
'EPSG. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4695,
'Katanga 1955',
3147,
'geographic 2D',
6422,
6695,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4696,
'Kasai 1953',
3148,
'geographic 2D',
6422,
6696,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Institute Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4697,
'IGC 1962 6th Parallel South',
3149,
'geographic 2D',
6422,
6697,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Institute Geographique du Congo.',
'OGP',
TO_DATE('2005-09-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4698,
'IGN 1962 Kerguelen',
2816,
'geographic 2D',
6422,
6698,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2005-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4699,
'Le Pouce 1934',
3209,
'geographic 2D',
6422,
6699,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Densified with a GPS-derived coordinate set for 80 stations in 1994. This 1994 coordinate set is sometimes referred to as "Mauritius 1994".',
'Cartography Section, Ministry of Housing and Land.',
'OGP',
TO_DATE('2006-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4700,
'IGN Astro 1960',
1157,
'geographic 2D',
6422,
6700,
Null,
Null,
Null,
Null,
'Minerals management, topographic mapping.',
'Mining title descriptions referring only to "Clarke 1880 ellipsoid" should be assumed to be referenced to this CRS. Oil industry considers Mining Cadastre 1999 to be exactly defined through tfm codes 15857-9. Replaced by Mauritania 1999 (code 4702).',
'OGP',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4701,
'IGCB 1955',
3171,
'geographic 2D',
6422,
6701,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.',
'Institut Geographique du Bas Congo.',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4702,
'Mauritania 1999',
1157,
'geographic 2D',
6422,
6702,
4925,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces all earlier CRSs.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2006.440 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4703,
'Mhast 1951',
1318,
'geographic 2D',
6422,
6703,
Null,
Null,
Null,
Null,
'Coastal hydrography. Not used by oil industry.',
'A variation of this system has been adopted by the oil industry but using the International 1924 ellipsoid - see Mhast (onshore) and Mhast (offshore) (codes 4704 and 4705).',
'Various industry sources.',
'OGP',
TO_DATE('2006-01-03'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4704,
'Mhast (onshore)',
3179,
'geographic 2D',
6422,
6704,
Null,
Null,
Null,
Null,
'Oil industry exploration and production onshore. Also offshore before 1979.',
'Adopted by CABGOC with intention of being Mhast 1951 (CRS code 4703) but because it uses a different ellipsoid it is a different system. From 1979, offshore use replaced by Mhast (offshore) (CRS code 4705) from which this CRS differes by approx. 10m.',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4705,
'Mhast (offshore)',
3180,
'geographic 2D',
6422,
6705,
Null,
Null,
Null,
Null,
'Oil industry exploration and production between 1979 and 1987.',
'Used by CABGOC. Differs from Mhast (onshore) by approximately 10m. Replaced by Malongo 1987 (CRS code 4259) in 1987.',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4706,
'Egypt Gulf of Suez S-650 TL',
2341,
'geographic 2D',
6422,
6706,
Null,
Null,
Null,
Null,
'Oil industry exploration and production in Gulf of Suez after 1980.',
'Differs from Egypt 1907 (CRS code 4229) by approximately 20m.',
'Various industry sources.',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4707,
'Tern Island 1961',
3181,
'geographic 2D',
6422,
6707,
Null,
Null,
Null,
Null,
'Military and topographic mapping.',
'',
'DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4708,
'Cocos Islands 1965',
1069,
'geographic 2D',
6422,
6708,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4709,
'Iwo Jima 1945',
3200,
'geographic 2D',
6422,
6709,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4710,
'St. Helena 1971',
3183,
'geographic 2D',
6422,
6710,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4711,
'Marcus Island 1952',
3203,
'geographic 2D',
6422,
6711,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4712,
'Ascension Island 1958',
3182,
'geographic 2D',
6422,
6712,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4713,
'Ayabelle Lighthouse',
1081,
'geographic 2D',
6422,
6713,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4714,
'Bellevue',
3193,
'geographic 2D',
6422,
6714,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-07-29'),
'2006.510',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4715,
'Camp Area Astro',
3205,
'geographic 2D',
6422,
6715,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'Replaced by RSRGD2000 (CRS code 4764). The relationship to this is variable. See Land Information New Zealand LINZS25001.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4716,
'Phoenix Islands 1966',
3196,
'geographic 2D',
6422,
6716,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4717,
'Cape Canaveral',
3206,
'geographic 2D',
6422,
6717,
Null,
Null,
Null,
Null,
'US space and military operations.',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4718,
'Solomon 1968',
1213,
'geographic 2D',
6422,
6718,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4719,
'Easter Island 1967',
3188,
'geographic 2D',
6422,
6719,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4720,
'Fiji 1986',
1094,
'geographic 2D',
6422,
6720,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Viti Levu 1912 (CRS code 4752), Vanua Levu 1915 (CRS code 4748) and Fiji 1956 (CRS code 4721).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-14'),
'2006.500',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4721,
'Fiji 1956',
3398,
'geographic 2D',
6422,
6721,
Null,
Null,
Null,
Null,
'Military survey and topographic mapping.',
'For topographic mapping replaces Viti Levu 1912 (CRS code 4752) and Vanua Levu 1915 (CRS code 4748). Replaced by Fiji 1986 (CRS code 4720).',
'SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2006-07-14'),
'2006.500',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4722,
'South Georgia 1968',
3187,
'geographic 2D',
6422,
6722,
Null,
Null,
Null,
Null,
'Military and topograhic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4723,
'Grand Cayman 1959',
3185,
'geographic 2D',
6422,
6723,
Null,
Null,
Null,
Null,
'Topographic mapping, engineering and cadastral survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4724,
'Diego Garcia 1969',
3189,
'geographic 2D',
6422,
6724,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4725,
'Johnston Island 1961',
3201,
'geographic 2D',
6422,
6725,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4726,
'Little Cayman 1961',
3186,
'geographic 2D',
6422,
6726,
Null,
Null,
Null,
Null,
'Topographic mapping, engineering and cadastral survey.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4727,
'Midway 1961',
3202,
'geographic 2D',
6422,
6727,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4728,
'Pico de las Nieves 1984',
3199,
'geographic 2D',
6422,
6728,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'Replaces PN68. Replaced by REGCAN95 (CRS code 4081).',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000) and IGN Madrid. http://www.fomento.es.',
'OGP',
TO_DATE('2009-06-02'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4729,
'Pitcairn 1967',
3208,
'geographic 2D',
6422,
6729,
Null,
Null,
Null,
Null,
'Military and topographic mapping.',
'Replced by Pitcairn 2006 (CRS code 4763).',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2008-01-28'),
'2008.004',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4730,
'Santo 1965',
3194,
'geographic 2D',
6422,
6730,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-07-29'),
'2006.510',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4731,
'Viti Levu 1916',
3195,
'geographic 2D',
6422,
6731,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4732,
'Marshall Islands 1960',
3191,
'geographic 2D',
6422,
6732,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4733,
'Wake Island 1952',
3190,
'geographic 2D',
6422,
6733,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4734,
'Tristan 1968',
3184,
'geographic 2D',
6422,
6734,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4735,
'Kusaie 1951',
3192,
'geographic 2D',
6422,
6735,
Null,
Null,
Null,
Null,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4736,
'Deception Island',
3204,
'geographic 2D',
6422,
6736,
Null,
Null,
Null,
Null,
'Military and scientific mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4737,
'Korea 2000',
1135,
'geographic 2D',
6422,
6737,
4927,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4738,
'Hong Kong 1963',
1118,
'geographic 2D',
6422,
6738,
Null,
Null,
Null,
Null,
'Topographic mapping',
'Replaced by Hong Kong 1963(67) (CRS code 4839) for military purposes only. For all purposes, replaced by Hong Kong 1980 (CRS code 4611).',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4739,
'Hong Kong 1963(67)',
1118,
'geographic 2D',
6422,
6739,
Null,
Null,
Null,
Null,
'Military mapping and charting.',
'For military purposes only, replaces Hong Kong 1963. Replaced by Hong Kong 1980 (CRS code 4611).',
'UK Hydrographic Office.',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4740,
'PZ-90',
1262,
'geographic 2D',
6422,
6740,
4923,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Used by the Glonass satellite navigation system.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4741,
'FD54',
3248,
'geographic 2D',
6422,
6741,
Null,
Null,
Null,
Null,
'Geodetic, engineering and cadastral survey, topographic mapping.',
'Except for cadastral survey, replaced by ED50 in the late 1970''s. For cadastral survey, replaced by fk89 (CRS code 4753).',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2005.472',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4742,
'GDM2000',
1151,
'geographic 2D',
6422,
6742,
4921,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces all earlier Malaysian geographic CRSs.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4743,
'Karbala 1979',
1124,
'geographic 2D',
6422,
6743,
Null,
Null,
Null,
Null,
'Geodetic and engineering survey, topographic mapping.',
'Geodetic network established by Polservice consortium. At time of record population, information regarding usage within oil sector is not available.',
'Various industry sources.',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4744,
'Nahrwan 1934',
3390,
'geographic 2D',
6422,
6744,
Null,
Null,
Null,
Null,
'Oil exploration and production.',
'In Iran, replaced by FD58. In Iraq, replaced by Nahrwan 1967.',
'Various industry sources.',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4745,
'RD/83',
2545,
'geographic 2D',
6422,
6745,
Null,
Null,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications RD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2006-12-29'),
'2006.894',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4746,
'PD/83',
2544,
'geographic 2D',
6422,
6746,
Null,
Null,
Null,
Null,
'Topographic survey, mapping, cadastral survey.',
'Consistent with DHDN (CRS code 4314) at the 1-metre level. For low accuracy applications PD/83 can be considered the same as DHDN.',
'BKG via EuroGeographics. http://crs.bkg.bunde.de',
'OGP',
TO_DATE('2006-12-29'),
'2006.894',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4747,
'GR96',
1107,
'geographic 2D',
6422,
6747,
4909,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces all earlier Greenland geographic CRSs.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4748,
'Vanua Levu 1915',
3401,
'geographic 2D',
6422,
6748,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4749,
'RGNC91-93',
1174,
'geographic 2D',
6422,
6749,
4907,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces older local systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4750,
'ST87 Ouvea',
2813,
'geographic 2D',
6422,
6750,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by RGNC91-93 (CRS code 4749).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4751,
'Kertau (RSO)',
1309,
'geographic 2D',
6422,
6751,
Null,
Null,
Null,
Null,
'Metrication of penisula Malaya RSO grid.',
'Used only for metrication of RSO grid. See Kertau 1968 (CRS code 4245) for other purposes. Replaced by GDM2000 (CRS code 4742).',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-07-24'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4752,
'Viti Levu 1912',
3195,
'geographic 2D',
6422,
6752,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'For topographic mapping, replaced by Fiji 1956 (CRS code 4721). For other purposes, replaced by Fiji 1986 (CRS code 4720).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4753,
'fk89',
3248,
'geographic 2D',
6422,
6753,
Null,
Null,
Null,
Null,
'Cadastre.',
'Replaces FD54 (CRS code 4741). Coordinate differences are less than 0.05 seconds (2m). The name of this system is also used for the dependent projected CRS - see CRS code 3173.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-08-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4754,
'LGD2006',
1143,
'geographic 2D',
6422,
6754,
4900,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces ELD79.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4755,
'DGN95',
1122,
'geographic 2D',
6422,
6755,
4898,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces ID74.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4756,
'VN-2000',
1252,
'geographic 2D',
6422,
6756,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Hanoi 1972 (CRS code 4147).',
'General Director of Land Administration.',
'OGP',
TO_DATE('2006-09-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4757,
'SVY21',
1210,
'geographic 2D',
6422,
6757,
Null,
Null,
Null,
Null,
'Cadastre.',
'',
'Singapore Land Authority, http:/www.sla.gov.sg',
'OGP',
TO_DATE('2006-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4758,
'JAD2001',
1128,
'geographic 2D',
6422,
6758,
4895,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces JAD69 (CRS code 4242).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4759,
'NAD83(NSRS2007)',
1511,
'geographic 2D',
6422,
6759,
4893,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Note: this coordinate system includes longitudes which are POSITIVE EAST. In Continental US, replaces NAD83(HARN). In Alaska, for accuracies of better than 1m replaces NAD83.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4760,
'WGS 66',
1262,
'geographic 2D',
6422,
6760,
4891,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaced by WGS 72.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4761,
'HTRS96',
1076,
'geographic 2D',
6422,
6761,
4889,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4762,
'BDA2000',
1047,
'geographic 2D',
6422,
6762,
4887,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Bermuda 1957 (CRS code 4216).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4763,
'Pitcairn 2006',
3208,
'geographic 2D',
6422,
6763,
Null,
Null,
Null,
Null,
'Cadastral and topographic mapping.',
'Replaces Pitcairn 1967 (CRS code 4729). For practical purposes may be considered to be WGS 84.',
'Pitcairn Island Government.',
'OGP',
TO_DATE('2008-01-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4764,
'RSRGD2000',
3558,
'geographic 2D',
6422,
6764,
4885,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Camp Area Astro (CRS code 4715). The relationship to this is variable. See Land Information New Zealand LINZS25001.',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4765,
'Slovenia 1996',
1212,
'geographic 2D',
6422,
6765,
4883,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces MG! alias D48 (CRS code 4312).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4766,
'New Beijing / 3-degree Gauss-Kruger zone 30',
2716,
'projected',
4530,
Null,
4555,
16290,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 90E (code 4787).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4767,
'New Beijing / 3-degree Gauss-Kruger zone 31',
2717,
'projected',
4530,
Null,
4555,
16291,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 93E (code 4788).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4768,
'New Beijing / 3-degree Gauss-Kruger zone 32',
2718,
'projected',
4530,
Null,
4555,
16292,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 96E (code 4789).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4769,
'New Beijing / 3-degree Gauss-Kruger zone 33',
2719,
'projected',
4530,
Null,
4555,
16293,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 99E (code 4790).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4770,
'New Beijing / 3-degree Gauss-Kruger zone 34',
2720,
'projected',
4530,
Null,
4555,
16294,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 102E (code 4791).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4771,
'New Beijing / 3-degree Gauss-Kruger zone 35',
2721,
'projected',
4530,
Null,
4555,
16295,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 105E (code 4792).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4772,
'New Beijing / 3-degree Gauss-Kruger zone 36',
2722,
'projected',
4530,
Null,
4555,
16296,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 108E (code 4793).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4773,
'New Beijing / 3-degree Gauss-Kruger zone 37',
2723,
'projected',
4530,
Null,
4555,
16297,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 111E (code 4794).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4774,
'New Beijing / 3-degree Gauss-Kruger zone 38',
2724,
'projected',
4530,
Null,
4555,
16298,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 114E (code 4795).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4775,
'New Beijing / 3-degree Gauss-Kruger zone 39',
2725,
'projected',
4530,
Null,
4555,
16299,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 117E (code 4796).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4776,
'New Beijing / 3-degree Gauss-Kruger zone 40',
2726,
'projected',
4530,
Null,
4555,
16070,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 120E (code 4797).',
'OGP',
'OGP',
TO_DATE('2009-11-15'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4777,
'New Beijing / 3-degree Gauss-Kruger zone 41',
2727,
'projected',
4530,
Null,
4555,
16071,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 123E (code 4798).',
'OGP',
'OGP',
TO_DATE('2009-11-15'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4778,
'New Beijing / 3-degree Gauss-Kruger zone 42',
2728,
'projected',
4530,
Null,
4555,
16072,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 126E (code 4799).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4779,
'New Beijing / 3-degree Gauss-Kruger zone 43',
2729,
'projected',
4530,
Null,
4555,
16073,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 129E (code 4800).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4780,
'New Beijing / 3-degree Gauss-Kruger zone 44',
2730,
'projected',
4530,
Null,
4555,
16074,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 132E (code 4812).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4781,
'New Beijing / 3-degree Gauss-Kruger zone 45',
2731,
'projected',
4530,
Null,
4555,
16075,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Also found with truncated false easting - see New Beijing / 3-degree Gauss-Kruger CM 135E (code 4822).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4782,
'New Beijing / 3-degree Gauss-Kruger CM 75E',
2711,
'projected',
4530,
Null,
4555,
16313,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 25 (code 4652).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4783,
'New Beijing / 3-degree Gauss-Kruger CM 78E',
2712,
'projected',
4530,
Null,
4555,
16386,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 26 (code 4653).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4784,
'New Beijing / 3-degree Gauss-Kruger CM 81E',
2713,
'projected',
4530,
Null,
4555,
16314,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 27 (code 4654).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4785,
'New Beijing / 3-degree Gauss-Kruger CM 84E',
2714,
'projected',
4530,
Null,
4555,
16388,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 28 (code 4655).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4786,
'New Beijing / 3-degree Gauss-Kruger CM 87E',
2715,
'projected',
4530,
Null,
4555,
16315,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 29 (code 4656).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4787,
'New Beijing / 3-degree Gauss-Kruger CM 90E',
2716,
'projected',
4530,
Null,
4555,
16390,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 30 (code 4766).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4788,
'New Beijing / 3-degree Gauss-Kruger CM 93E',
2717,
'projected',
4530,
Null,
4555,
16316,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 31 (code 4767).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4789,
'New Beijing / 3-degree Gauss-Kruger CM 96E',
2718,
'projected',
4530,
Null,
4555,
16392,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 32 (code 4768).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4790,
'New Beijing / 3-degree Gauss-Kruger CM 99E',
2719,
'projected',
4530,
Null,
4555,
16317,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 33 (code 4769).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4791,
'New Beijing / 3-degree Gauss-Kruger CM 102E',
2720,
'projected',
4530,
Null,
4555,
16394,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 34 (code 4770).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4792,
'New Beijing / 3-degree Gauss-Kruger CM 105E',
2721,
'projected',
4530,
Null,
4555,
16318,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 35 (code 4771).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4793,
'New Beijing / 3-degree Gauss-Kruger CM 108E',
2722,
'projected',
4530,
Null,
4555,
16396,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 36 (code 4772).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4794,
'New Beijing / 3-degree Gauss-Kruger CM 111E',
2723,
'projected',
4530,
Null,
4555,
16319,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 37 (code 4773).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4795,
'New Beijing / 3-degree Gauss-Kruger CM 114E',
2724,
'projected',
4530,
Null,
4555,
16398,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 38 (code 4774).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4796,
'New Beijing / 3-degree Gauss-Kruger CM 117E',
2725,
'projected',
4530,
Null,
4555,
16320,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 39 (code 4775).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4797,
'New Beijing / 3-degree Gauss-Kruger CM 120E',
2726,
'projected',
4530,
Null,
4555,
16170,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 40 (code 4776).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4798,
'New Beijing / 3-degree Gauss-Kruger CM 123E',
2727,
'projected',
4530,
Null,
4555,
16321,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 41 (code 4777).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4799,
'New Beijing / 3-degree Gauss-Kruger CM 126E',
2728,
'projected',
4530,
Null,
4555,
16172,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 42 (code 4778).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4800,
'New Beijing / 3-degree Gauss-Kruger CM 129E',
2729,
'projected',
4530,
Null,
4555,
16322,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 43 (code 4779).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4801,
'Bern 1898 (Bern)',
1286,
'geographic 2D',
6422,
6801,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4802,
'Bogota 1975 (Bogota)',
3229,
'geographic 2D',
6422,
6802,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces earlier 3 adjustments of 1951, 1944 and 1941.',
'IGAC special publication no. 1, "Geodesia" 4th edition, 1975.',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2000.200 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4803,
'Lisbon (Lisbon)',
1294,
'geographic 2D',
6422,
6803,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Lisbon 1890 (Lisbon) system which used Bessel 1841 ellipsoid (code 4904). Replaced by Datum 73 (code 4274).',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2004-01-06'),
'1997.120 2000.070 2001.551 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4804,
'Makassar (Jakarta)',
1316,
'geographic 2D',
6422,
6804,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4805,
'MGI (Ferro)',
1321,
'geographic 2D',
6422,
6805,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by MGI (CRS code 4312) in Austria and MGI 1901 (CRS code 3906) in former Yugoslavia.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2009-06-02'),
'2000.070 2003.370 2009.015',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4806,
'Monte Mario (Rome)',
3343,
'geographic 2D',
6422,
6806,
Null,
Null,
Null,
Null,
'Geodetic survey, onshore minerals licencing.',
'',
'',
'OGP',
TO_DATE('2004-01-15'),
'2000.070 2003.370 2004.070',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4807,
'NTF (Paris)',
3694,
'geographic 2D',
6403,
6807,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2000.070 2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4808,
'Padang (Jakarta)',
1355,
'geographic 2D',
6422,
6808,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4809,
'Belge 1950 (Brussels)',
1347,
'geographic 2D',
6422,
6809,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4810,
'Tananarive (Paris)',
3273,
'geographic 2D',
6403,
6810,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4811,
'Voirol 1875 (Paris)',
1365,
'geographic 2D',
6403,
6811,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.361 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4812,
'New Beijing / 3-degree Gauss-Kruger CM 132E',
2730,
'projected',
4530,
Null,
4555,
16174,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 44 (code 4780).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4813,
'Batavia (Jakarta)',
1285,
'geographic 2D',
6422,
6813,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4814,
'RT38 (Stockholm)',
3313,
'geographic 2D',
6422,
6814,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4815,
'Greek (Athens)',
1106,
'geographic 2D',
6422,
6815,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Topography Department; National Technical University of Greece.',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4816,
'Carthage (Paris)',
1618,
'geographic 2D',
6403,
6816,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Greenwich-based Carthage geogCRS.',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4817,
'NGO 1948 (Oslo)',
1352,
'geographic 2D',
6422,
6817,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4818,
'S-JTSK (Ferro)',
1306,
'geographic 2D',
6422,
6818,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'S-JTSK(Ferro) is the Uniform Trigonometric Cadastral Network. It is a modification of the Austrian MGI (Ferro) geogCS, code 4805.',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4819,
'Nord Sahara 1959 (Paris)',
1366,
'geographic 2D',
6403,
6819,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2000-10-19'),
'2000.740',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4820,
'Segara (Jakarta)',
1360,
'geographic 2D',
6422,
6820,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2006-01-16'),
'2003.370 2005.880',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4821,
'Voirol 1879 (Paris)',
1365,
'geographic 2D',
6403,
6821,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either. All replaced by Nord Sahara 1959 (CRS code 4307).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4822,
'New Beijing / 3-degree Gauss-Kruger CM 135E',
2731,
'projected',
4530,
Null,
4555,
16323,
Null,
Null,
'Large scale topographic mapping, cadastral and engineering survey.',
'Truncated form of New Beijing / 3-degree Gauss-Kruger zone 45 (code 4781).',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.092',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4823,
'Sao Tome',
3645,
'geographic 2D',
6422,
1044,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'US Department of State Bureau of Intelligence and Research "Limits in the Sea" series #98.',
'OGP',
TO_DATE('2009-11-23'),
'2009.098',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4824,
'Principe',
3646,
'geographic 2D',
6422,
1046,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'US Department of State Bureau of Intelligence and Research "Limits in the Sea" series #98.',
'OGP',
TO_DATE('2009-11-23'),
'2009.098',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4826,
'WGS 84 / Cape Verde National',
1062,
'projected',
1024,
Null,
4326,
4825,
Null,
Null,
'Medium scale studies and topographic mapping.',
'Adopted in October 2004.',
'Ministry of Infrastructure and Transportation.',
'OGP',
TO_DATE('2009-11-16'),
'2009.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4839,
'ETRS89 / LCC Germany',
3339,
'projected',
4500,
Null,
4258,
4838,
Null,
Null,
'Single CRS for all Germany. Used for conformal mapping at scales of 1:500,000 and smaller.',
'Variant for Germany of ETRS89 / LCC Europe (CRS code 3034).',
'Geodatenzentrum (GDZ) am Bundesamt fuer Kartographie und Geodaesie (BKG).',
'OGP',
TO_DATE('2010-03-01'),
'2010.008',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4855,
'ETRS89 / NTM zone 5',
3636,
'projected',
4500,
Null,
4258,
4845,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4856,
'ETRS89 / NTM zone 6',
3639,
'projected',
4500,
Null,
4258,
4846,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4857,
'ETRS89 / NTM zone 7',
3647,
'projected',
4500,
Null,
4258,
4847,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4858,
'ETRS89 / NTM zone 8',
3648,
'projected',
4500,
Null,
4258,
4848,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4859,
'ETRS89 / NTM zone 9',
3649,
'projected',
4500,
Null,
4258,
4849,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4860,
'ETRS89 / NTM zone 10',
3650,
'projected',
4500,
Null,
4258,
4850,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4861,
'ETRS89 / NTM zone 11',
3651,
'projected',
4500,
Null,
4258,
4851,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4862,
'ETRS89 / NTM zone 12',
3653,
'projected',
4500,
Null,
4258,
4852,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4863,
'ETRS89 / NTM zone 13',
3654,
'projected',
4500,
Null,
4258,
4853,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4864,
'ETRS89 / NTM zone 14',
3655,
'projected',
4500,
Null,
4258,
4854,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4865,
'ETRS89 / NTM zone 15',
3656,
'projected',
4500,
Null,
4258,
4841,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4866,
'ETRS89 / NTM zone 16',
3657,
'projected',
4500,
Null,
4258,
4842,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4867,
'ETRS89 / NTM zone 17',
3658,
'projected',
4500,
Null,
4258,
4843,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4868,
'ETRS89 / NTM zone 18',
3660,
'projected',
4500,
Null,
4258,
4844,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4869,
'ETRS89 / NTM zone 19',
3661,
'projected',
4500,
Null,
4258,
4881,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4870,
'ETRS89 / NTM zone 20',
3662,
'projected',
4500,
Null,
4258,
5000,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4871,
'ETRS89 / NTM zone 21',
3663,
'projected',
4500,
Null,
4258,
5001,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4872,
'ETRS89 / NTM zone 22',
3665,
'projected',
4500,
Null,
4258,
5002,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4873,
'ETRS89 / NTM zone 23',
3667,
'projected',
4500,
Null,
4258,
5003,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4874,
'ETRS89 / NTM zone 24',
3668,
'projected',
4500,
Null,
4258,
5004,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4875,
'ETRS89 / NTM zone 25',
3669,
'projected',
4500,
Null,
4258,
5005,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4876,
'ETRS89 / NTM zone 26',
3671,
'projected',
4500,
Null,
4258,
5006,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4877,
'ETRS89 / NTM zone 27',
3672,
'projected',
4500,
Null,
4258,
5007,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4878,
'ETRS89 / NTM zone 28',
3673,
'projected',
4500,
Null,
4258,
5008,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4879,
'ETRS89 / NTM zone 29',
3674,
'projected',
4500,
Null,
4258,
5009,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4880,
'ETRS89 / NTM zone 30',
3676,
'projected',
4500,
Null,
4258,
5010,
Null,
Null,
'Engineering survey.',
'ETRS89 / UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-03-01'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4882,
'Slovenia 1996',
1212,
'geocentric',
6500,
6765,
Null,
Null,
Null,
Null,
'Geodesy.',
'',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4883,
'Slovenia 1996',
1212,
'geographic 3D',
6423,
6765,
4882,
15592,
Null,
Null,
'Geodesy.',
'',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4884,
'RSRGD2000',
3558,
'geocentric',
6500,
6764,
Null,
Null,
Null,
Null,
'Geodesy.',
'',
'Land Information New Zealand: LINZS25002 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4885,
'RSRGD2000',
3558,
'geographic 3D',
6423,
6764,
4884,
15592,
Null,
Null,
'Geodesy.',
'',
'Land Information New Zealand; http://www.linz.govt.nz',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4886,
'BDA2000',
1047,
'geocentric',
6500,
6762,
Null,
Null,
Null,
Null,
'Geodesy.',
'',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4887,
'BDA2000',
1047,
'geographic 3D',
6423,
6762,
4886,
15592,
Null,
Null,
'Geodesy.',
'',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4888,
'HTRS96',
1076,
'geocentric',
6500,
6761,
Null,
Null,
Null,
Null,
'Geodesy.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4889,
'HTRS96',
1076,
'geographic 3D',
6423,
6761,
4888,
15592,
Null,
Null,
'Geodesy.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4890,
'WGS 66',
1262,
'geocentric',
6500,
6760,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaced by WGS 72.',
'US DMA / NIMA / NGA',
'OGP',
TO_DATE('2007-03-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4891,
'WGS 66',
1262,
'geographic 3D',
6423,
6760,
4890,
15590,
Null,
Null,
'Geodesy.',
'Replaced by WGS 72.',
'US DMA / NIMA / NGA',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4892,
'NAD83(NSRS2007)',
1511,
'geocentric',
6500,
6759,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In continental US, replaces NAD83(HARN).',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4893,
'NAD83(NSRS2007)',
1511,
'geographic 3D',
6423,
6759,
4892,
15588,
Null,
Null,
'Geodetic survey.',
'In continental US, replaces NAD83(HARN).',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4894,
'JAD2001',
1128,
'geocentric',
6500,
6758,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Land Agency.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4895,
'JAD2001',
1128,
'geographic 3D',
6423,
6758,
4894,
15586,
Null,
Null,
'Geodetic survey.',
'',
'National Land Agency.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4896,
'ITRF2005',
2830,
'geocentric',
6500,
6896,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF2000 (code 4919).',
'IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4897,
'DGN95',
1122,
'geocentric',
6500,
6755,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4898,
'DGN95',
1122,
'geographic 3D',
6423,
6755,
4897,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Bakosurtanal.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4899,
'LGD2006',
1143,
'geocentric',
6500,
6754,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4900,
'LGD2006',
1143,
'geographic 3D',
6423,
6754,
4899,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Survey Department of Libya.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4901,
'ATF (Paris)',
1326,
'geographic 2D',
6403,
6901,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'ProjCRS covering all mainland France based on this datum used Bonne projection. In Alsace, suspected to be an extension of core network based on transformation of old German system.',
'',
'OGP',
TO_DATE('2007-11-01'),
'2000.070 2007.083',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4902,
'NDG (Paris)',
1369,
'geographic 2D',
6403,
6902,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-06'),
'2000.070',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4903,
'Madrid 1870 (Madrid)',
2366,
'geographic 2D',
6422,
6903,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Institut de Geomatica; Barcelona.',
'OGP',
TO_DATE('2004-01-06'),
'2000.070 2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4904,
'Lisbon 1890 (Lisbon)',
1294,
'geographic 2D',
6422,
6904,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Lisbon 1937 system which uses International 1924 ellipsoid (code 4803).',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2004-01-06'),
'2003.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4906,
'RGNC91-93',
1174,
'geocentric',
6500,
6749,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4907,
'RGNC91-93',
1174,
'geographic 3D',
6423,
6749,
4906,
15592,
Null,
Null,
'Geodetic survey.',
'Replaces older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4641-44, 4662 and 4750).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4908,
'GR96',
1107,
'geocentric',
6500,
6747,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4909,
'GR96',
1107,
'geographic 3D',
6423,
6747,
4908,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4910,
'ITRF88',
1262,
'geocentric',
6500,
6647,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaced by ITRF89 (code 4911).',
'International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4911,
'ITRF89',
1262,
'geocentric',
6500,
6648,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF88 (code 4910). Replaced by ITRF91 (code 4912).',
'International Earth Rotation Service (IERS) Technical Note #6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4912,
'ITRF90',
1262,
'geocentric',
6500,
6649,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF89 (code 4911). Replaced by ITRF91 (code 4913).',
'International Earth Rotation Service (IERS) Technical Note #9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4913,
'ITRF91',
1262,
'geocentric',
6500,
6650,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF90 (code 4912). Replaced by ITRF92 (code 4914).',
'International Earth Rotation Service (IERS) Technical Note #12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4914,
'ITRF92',
1262,
'geocentric',
6500,
6651,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF91 (code 4913). Replaced by ITRF93 (code 4915).',
'International Earth Rotation Service (IERS) Technical Note #15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4915,
'ITRF93',
1262,
'geocentric',
6500,
6652,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF92 (code 4914). Replaced by ITRF94 (code 4916).',
'International Earth Rotation Service (IERS) Technical Note #18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4916,
'ITRF94',
1262,
'geocentric',
6500,
6653,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF93 (code 4915). Replaced by ITRF96 (code 4917).',
'International Earth Rotation Service (IERS) Technical Note #20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4917,
'ITRF96',
1262,
'geocentric',
6500,
6654,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF94 (code 4916). Replaced by ITRF97 (code 4918).',
'International Earth Rotation Service (IERS) Technical Note #24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4918,
'ITRF97',
1262,
'geocentric',
6500,
6655,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF96 (code 4917). Replaced by ITRF2000 (code 4919).',
'International Earth Rotation Service (IERS) Technical Note #27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2004-03-23'),
'2004.183',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4919,
'ITRF2000',
1262,
'geocentric',
6500,
6656,
Null,
Null,
Null,
Null,
'Geodesy.',
'Replaces ITRF97 (code 4918). Replaced by ITRF2005 (code 4896).',
'IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2004.183 2006.892',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4920,
'GDM2000',
1151,
'geocentric',
6500,
6742,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4921,
'GDM2000',
1151,
'geographic 3D',
6423,
6742,
4920,
15592,
Null,
Null,
'Geodetic survey.',
'',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4922,
'PZ-90',
1262,
'geocentric',
6500,
6740,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Used by the Glonass satellite navigation system.',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4923,
'PZ-90',
1262,
'geographic 3D',
6423,
6740,
4922,
15592,
Null,
Null,
'Geodetic survey.',
'Used by the Glonass satellite navigation system.',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4924,
'Mauritania 1999',
1157,
'geocentric',
6500,
6702,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2005-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4925,
'Mauritania 1999',
1157,
'geographic 3D',
6423,
6702,
4924,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4926,
'Korea 2000',
1135,
'geocentric',
6500,
6737,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4927,
'Korea 2000',
1135,
'geographic 3D',
6423,
6737,
4926,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4928,
'POSGAR 94',
1033,
'geocentric',
6500,
6694,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2005-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4929,
'POSGAR 94',
1033,
'geographic 3D',
6423,
6694,
4928,
15592,
Null,
Null,
'Geodetic survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 for scientific and many practical purposes.',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4930,
'Australian Antarctic',
1278,
'geocentric',
6500,
6176,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Standards Australia',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4931,
'Australian Antarctic',
1278,
'geographic 3D',
6423,
6176,
4930,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Standards Australia',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4932,
'CHTRF95',
1286,
'geocentric',
6500,
6151,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4933,
'CHTRF95',
1286,
'geographic 3D',
6423,
6151,
4932,
15592,
Null,
Null,
'Geodetic survey.',
'',
'',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4934,
'EST97',
1090,
'geocentric',
6500,
6180,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4935,
'EST97',
1090,
'geographic 3D',
6423,
6180,
4934,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4936,
'ETRS89',
1298,
'geocentric',
6500,
6258,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4937,
'ETRS89',
1298,
'geographic 3D',
6423,
6258,
4936,
15592,
Null,
Null,
'Geodetic survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'Norwegian Geodetic Institute geodetic publication 1990:1. Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-01'),
'2005.180 2007.079 2010.003',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4938,
'GDA94',
2575,
'geocentric',
6500,
6283,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4939,
'GDA94',
2575,
'geographic 3D',
6423,
6283,
4938,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4940,
'Hartebeesthoek94',
1215,
'geocentric',
6500,
6148,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4941,
'Hartebeesthoek94',
1215,
'geographic 3D',
6423,
6148,
4940,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4942,
'IRENET95',
1305,
'geocentric',
6500,
6173,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4943,
'IRENET95',
1305,
'geographic 3D',
6423,
6173,
4942,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4944,
'ISN93',
1120,
'geocentric',
6500,
6659,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4945,
'ISN93',
1120,
'geographic 3D',
6423,
6659,
4944,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4946,
'JGD2000',
1129,
'geocentric',
6500,
6612,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Japanese Survey Federation.',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4947,
'JGD2000',
1129,
'geographic 3D',
6423,
6612,
4946,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Japanese Survey Federation.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4948,
'LKS92',
1139,
'geocentric',
6500,
6661,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4949,
'LKS92',
1139,
'geographic 3D',
6423,
6661,
4948,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4950,
'LKS94',
1145,
'geocentric',
6500,
6126,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4951,
'LKS94',
1145,
'geographic 3D',
6423,
6126,
4950,
15592,
Null,
Null,
'Geodetic survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4952,
'Moznet',
1167,
'geocentric',
6500,
6130,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4953,
'Moznet',
1167,
'geographic 3D',
6423,
6130,
4952,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4954,
'NAD83(CSRS)',
1061,
'geocentric',
6500,
6140,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca',
'OGP',
TO_DATE('2007-05-29'),
'2006.461 2007.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4955,
'NAD83(CSRS)',
1061,
'geographic 3D',
6423,
6140,
4954,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca',
'OGP',
TO_DATE('2007-08-27'),
'2006.461 2007.026 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4956,
'NAD83(HARN)',
1337,
'geocentric',
6500,
6152,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-07-29'),
'2007.031 2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4957,
'NAD83(HARN)',
1337,
'geographic 3D',
6423,
6152,
4956,
15592,
Null,
Null,
'Geodetic survey.',
'In Continental US (excludes Alaska) and Hawaii, replaces NAD83 for applications with an accuracy of better than 1m. In Continental US replaced by NAD83(NSRS2007).',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-07-29'),
'2007.031 2007.079 2009.044',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4958,
'NZGD2000',
1175,
'geocentric',
6500,
6167,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Land Information New Zealand.',
'OGP',
TO_DATE('2007-09-29'),
'2007.090',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4959,
'NZGD2000',
1175,
'geographic 3D',
6423,
6167,
4958,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Land Information New Zealand.',
'OGP',
TO_DATE('2007-09-29'),
'2007.079 2007.090',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4960,
'POSGAR 98',
1033,
'geocentric',
6500,
6190,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Densification in Argentina of SIRGAS 1995.',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2005-09-04'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4961,
'POSGAR 98',
1033,
'geographic 3D',
6423,
6190,
4960,
15592,
Null,
Null,
'Geodetic survey.',
'Densification in Argentina of SIRGAS.',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2007-08-27'),
'2005.460 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4962,
'REGVEN',
1251,
'geocentric',
6500,
6189,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Densification in Venezuela of SIRGAS.',
'Servicio Autonomo de Geografia y Cartografia Nacional.',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4963,
'REGVEN',
1251,
'geographic 3D',
6423,
6189,
4962,
15592,
Null,
Null,
'Geodetic survey.',
'Densification in Venezuela of SIRGAS.',
'Servicio Autonomo de Geografia y Cartografia Nacional.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4964,
'RGF93',
1096,
'geocentric',
6500,
6171,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4965,
'RGF93',
1096,
'geographic 3D',
6423,
6171,
4964,
15592,
Null,
Null,
'Geodetic survey.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4966,
'RGFG95',
1097,
'geocentric',
6500,
6624,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4967,
'RGFG95',
1097,
'geographic 3D',
6423,
6624,
4966,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4968,
'RGNC 1991',
1174,
'geocentric',
6500,
6645,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Supersedes older local geographic 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 463, 4635, 4650-53 and 4662).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4969,
'RGNC 1991',
1174,
'geographic 3D',
6423,
6645,
4968,
15538,
Null,
Null,
'Geodetic survey.',
'Supersedes older local 2D systems IGN56 Lifou, IGN72 Grande Terre, ST87 Ouvea, IGN53 Mare, ST84 Ile des Pins, ST71 Belep and NEA74 Noumea (CRS codes 4633, 4635, 4650-53 and 4662).',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4970,
'RGR92',
1196,
'geocentric',
6500,
6627,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4971,
'RGR92',
1196,
'geographic 3D',
6423,
6627,
4970,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4972,
'RRAF 1991',
2824,
'geocentric',
6500,
6640,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces older local geographic 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2004-01-05'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4973,
'RRAF 1991',
2824,
'geographic 3D',
6423,
6640,
4972,
15592,
Null,
Null,
'Geodetic survey.',
'Replaces older local 2D systems Fort Marigot and Sainte Anne CRS (codes 4621-22) in Guadeloupe and Fort Desaix (CRS code 4625) in Martinique.',
'IGN Paris',
'OGP',
TO_DATE('2007-08-27'),
'2007.079 2009.073',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4974,
'SIRGAS 1995',
3448,
'geocentric',
6500,
6170,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by SIRGAS 2000.',
'IBGE Brazil, http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2006-07-29'),
'2004.250 2005.460 2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4975,
'SIRGAS 1995',
3448,
'geographic 3D',
6423,
6170,
4974,
15592,
Null,
Null,
'Geodetic survey.',
'Replaced by SIRGAS 2000.',
'IBGE Brazil, http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2007-08-27'),
'2004.250 2005.460 2006.465 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4976,
'SWEREF99',
1225,
'geocentric',
6500,
6619,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4977,
'SWEREF99',
1225,
'geographic 3D',
6423,
6619,
4976,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4978,
'WGS 84',
1262,
'geocentric',
6500,
6326,
Null,
Null,
Null,
Null,
'Used by the GPS satellite navigation system.',
'',
'NIMA TR8350.2 January 2000 revision. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2006-08-25'),
'2005.460 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4979,
'WGS 84',
2830,
'geographic 3D',
6423,
6326,
4978,
15592,
Null,
Null,
'Used by the GPS satellite navigation system.',
'',
'',
'OGP',
TO_DATE('2007-08-27'),
'2006.810 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4980,
'Yemen NGN96',
1257,
'geocentric',
6500,
6163,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4981,
'Yemen NGN96',
1257,
'geographic 3D',
6423,
6163,
4980,
15592,
Null,
Null,
'Geodetic survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4982,
'IGM95',
1127,
'geocentric',
6500,
6670,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'ENI',
'OGP',
TO_DATE('2004-04-27'),
'2004.201',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4983,
'IGM95',
1127,
'geographic 3D',
6423,
6670,
4982,
15592,
Null,
Null,
'Geodetic survey.',
'',
'ENI',
'OGP',
TO_DATE('2007-08-27'),
'2004.201 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4984,
'WGS 72',
1262,
'geocentric',
6500,
6322,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2004-01-09'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4985,
'WGS 72',
1262,
'geographic 3D',
6423,
6322,
4984,
15592,
Null,
Null,
'Geodetic survey.',
'Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4986,
'WGS 72BE',
1262,
'geocentric',
6500,
6324,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Broadcast ephemeris. Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2004-01-09'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4987,
'WGS 72BE',
1262,
'geographic 3D',
6423,
6324,
4986,
15592,
Null,
Null,
'Geodetic survey.',
'Broadcast ephemeris. Replaced by WGS 84.',
'',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4988,
'SIRGAS 2000',
3418,
'geocentric',
6500,
6674,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America. In Mexico, replaces Mexican Datum of 1993 (code 4481).',
'IBGE Brazil, http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2009-11-24'),
'2005.460 2006.465 2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4989,
'SIRGAS 2000',
3418,
'geographic 3D',
6423,
6674,
4988,
15592,
Null,
Null,
'Geodetic survey.',
'Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America. In Mexico, replaces Mexican Datum of 1993 (code 4482).',
'IBGE Brazil, http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2009-11-24'),
'2005.460 2006.465 2007.079 2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4990,
'Lao 1993',
1138,
'geocentric',
6500,
6677,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4991,
'Lao 1993',
1138,
'geographic 3D',
6423,
6677,
4990,
15592,
Null,
Null,
'Geodetic survey.',
'Replaced by Lao 1997. Lao 1993 coordinate values are within 1m of Lao 1997 values.',
'National Geographic Department',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4992,
'Lao 1997',
1138,
'geocentric',
6500,
6678,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4993,
'Lao 1997',
1138,
'geographic 3D',
6423,
6678,
4992,
15592,
Null,
Null,
'Geodetic survey.',
'Replaces Lao 1993. Lao 1993 coordinate values are within 1m of Lao 1997 values.',
'National Geographic Department',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4994,
'PRS92',
1190,
'geocentric',
6500,
6683,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4995,
'PRS92',
1190,
'geographic 3D',
6423,
6683,
4994,
15592,
Null,
Null,
'Geodetic survey.',
'',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4996,
'MAGNA-SIRGAS',
3229,
'geocentric',
6500,
6686,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4997,
'MAGNA-SIRGAS',
3229,
'geographic 3D',
6423,
6686,
4996,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-08-27'),
'2007.060 2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4998,
'RGPF',
1098,
'geocentric',
6500,
6687,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 4999,
'RGPF',
1098,
'geographic 3D',
6423,
6687,
4998,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.',
'OGP',
TO_DATE('2007-08-27'),
'2007.079',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5011,
'PTRA08',
3670,
'geocentric',
6500,
1041,
Null,
Null,
Null,
Null,
'Geodetic survey.',
'',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5012,
'PTRA08',
3670,
'geographic 3D',
6423,
1041,
5011,
15592,
Null,
Null,
'Geodetic survey.',
'',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5013,
'PTRA08',
3670,
'geographic 2D',
6422,
1041,
5012,
15593,
Null,
Null,
'Horizontal component of 3D system.',
'Replaces Azores Occidental 1939, Azores Central 1995, Azores Oriental 1995 and Porto Santo 1995 (CRS codes 4182 and 4663-65).',
'OGP. See 3D CRS for original information source.',
'OGP',
TO_DATE('2010-03-14'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5014,
'PTRA08 / UTM zone 25N',
3682,
'projected',
4400,
Null,
5013,
16025,
Null,
Null,
'Topographic mapping.',
'Replaces Azores Occidental 1939 / UTM zone 25N (CRS code 2188).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5015,
'PTRA08 / UTM zone 26N',
3677,
'projected',
4400,
Null,
5013,
16026,
Null,
Null,
'Topographic mapping.',
'Replaces Azores Oriental 1995 / UTM zone 26N and Azores Central 1995 / UTM zone 26N (CRS codes 3062-63).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5016,
'PTRA08 / UTM zone 28N',
3678,
'projected',
4400,
Null,
5013,
16028,
Null,
Null,
'Topographic mapping.',
'Replaces Porto Santo 1995 / UTM zone 28N (CRS code 3061).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5017,
'Lisbon 1890 / Portugal Bonne New',
1294,
'projected',
6509,
Null,
4666,
5019,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces original definition using Lisbon meridian, CRS code 2963.',
'Instituto Geografico Portugues; http://www.igeo.pt/',
'OGP',
TO_DATE('2010-03-13'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5018,
'Lisbon / Portuguese Grid New',
1294,
'projected',
4499,
Null,
4207,
5020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces original definition using Lisbon meridian, CRS code 20791.',
'Instituto Geografico Portugues, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2010-03-14'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5041,
'WGS 84 / UPS North (E,N)',
1996,
'projected',
1026,
Null,
4326,
16061,
Null,
Null,
'Military mapping by NATO.',
'See CRS 32661 for a similar system having axes and coordinates in the order Northing-Easting.',
'US National Geospatial-Intelligence Agency (NGA).',
'OGP',
TO_DATE('2010-03-14'),
'2010.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5042,
'WGS 84 / UPS South (E,N)',
1997,
'projected',
1027,
Null,
4326,
16161,
Null,
Null,
'Military mapping by NATO.',
'See CRS 32761 for a similar system having axes and coordinates in the order Northing-Easting.',
'US National Geospatial-Intelligence Agency (NGA).',
'OGP',
TO_DATE('2010-03-14'),
'2010.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5069,
'NAD27 / Conus Albers',
1323,
'projected',
4499,
Null,
4267,
5068,
Null,
Null,
'Data analysis and small scale data presentation for contiguous lower 48 states.',
'Replaced by NAD83 / Conus Albers (CRS code 5070).',
'US Geological Survey.',
'OGP',
TO_DATE('2010-03-30'),
'2010.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5070,
'NAD83 / Conus Albers',
1323,
'projected',
4499,
Null,
4269,
5068,
Null,
Null,
'Data analysis and small scale data presentation for contiguous lower 48 states.',
'Replaces NAD27 / Conus Albers (CRS code 5069). For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / Conus Albers (CRS code 5071).',
'US Geological Survey.',
'OGP',
TO_DATE('2010-03-30'),
'2010.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5071,
'NAD83(HARN) / Conus Albers',
1323,
'projected',
4499,
Null,
4152,
5068,
Null,
Null,
'Data analysis and small scale data presentation for contiguous lower 48 states.',
'Replaces NAD83 / Conus Albers (CRS code 5070) for applications with an accuracy of better than 1m. Replaced by NAD83(NSRS2007) / Conus Albers (CRS code 5072).',
'US Geological Survey.',
'OGP',
TO_DATE('2010-03-30'),
'2010.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5072,
'NAD83(NSRS2007) / Conus Albers',
1323,
'projected',
4499,
Null,
4759,
5068,
Null,
Null,
'Data analysis and small scale data presentation for contiguous lower 48 states.',
'Replaces NAD83(HARN) / Conus Albers (CRS code 5071).',
'US Geological Survey.',
'OGP',
TO_DATE('2010-03-30'),
'2010.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5600,
'NGPF height',
3134,
'vertical',
6499,
5195,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'The collection of heterogeneous vertical coordinate reference systems throughout the Society Islands of French Polynesia.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5601,
'IGN 1966 height',
3124,
'vertical',
6499,
5196,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5602,
'Moorea SAU 1981 height',
3125,
'vertical',
6499,
5197,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5603,
'Raiatea SAU 2001 height',
3136,
'vertical',
6499,
5198,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5604,
'Maupiti SAU 2001 height',
3126,
'vertical',
6499,
5199,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5605,
'Huahine SAU 2001 height',
3135,
'vertical',
6499,
5200,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5606,
'Tahaa SAU 2001 height',
3138,
'vertical',
6499,
5201,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5607,
'Bora Bora SAU 2001 height',
3137,
'vertical',
6499,
5202,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Part of NGPF (CRS code 5600).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5608,
'IGLD 1955 height',
3468,
'vertical',
6499,
5204,
Null,
Null,
Null,
Null,
'Hydrology.',
'Replaces several earlier systems. Replaced by IGLD 1985 (CRS code 5609).',
'Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5609,
'IGLD 1985 height',
3468,
'vertical',
6499,
5205,
Null,
Null,
Null,
Null,
'Hydrology.',
'Replaces IGLD 1955 (CRS code 5608).',
'Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5610,
'HVRS71 height',
3234,
'vertical',
6499,
5207,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5611,
'Caspian height',
1291,
'vertical',
6499,
5106,
Null,
Null,
Null,
Null,
'Petroleum expoloration and production.',
'Capsian Sea water levels are now offset appreciably from this datum.',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5612,
'Baltic depth',
1284,
'vertical',
6498,
5105,
Null,
Null,
Null,
Null,
'Petroleum exploration and production.',
'',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5613,
'RH2000 height',
3313,
'vertical',
6499,
5208,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces RH70 (CRS code 5718) from 2005.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5614,
'KOC WD depth (ft)',
3267,
'vertical',
6495,
5187,
Null,
Null,
Null,
Null,
'KOC exploration and field development subsurface work.',
'See CRS code 5789 for equivalent system in feet.',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5615,
'RH00 height',
3313,
'vertical',
6499,
5209,
Null,
Null,
Null,
Null,
'Engineering surveying.',
'Replaced by RH70 (CRS code 5718).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5616,
'IGN 1988 LS height',
2895,
'vertical',
6499,
5210,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5617,
'IGN 1988 MG height',
2894,
'vertical',
6499,
5211,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5618,
'IGN 1992 LD height',
2893,
'vertical',
6499,
5212,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5619,
'IGN 1988 SB height',
2891,
'vertical',
6499,
5213,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5620,
'IGN 1988 SM height',
2890,
'vertical',
6499,
5214,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5621,
'EVRF2007 height',
3594,
'vertical',
6499,
5215,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Placeholder to reserve CRS code ahead of full availability of datum origin description. Replaces EVRF2000 height (CRS code 5730).',
'OGP',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5701,
'ODN height',
2792,
'vertical',
6499,
5101,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5702,
'NGVD29 height',
1323,
'vertical',
6497,
5102,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5703,
'NAVD88 height',
3664,
'vertical',
6499,
5103,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.108',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5704,
'Yellow Sea',
1067,
'vertical',
6499,
5104,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5705,
'Baltic height',
1284,
'vertical',
6499,
5105,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5706,
'Caspian depth',
1291,
'vertical',
6498,
5106,
Null,
Null,
Null,
Null,
'Used for Soviet Union nautical charting of the Caspian Sea.',
'Capsian Sea water levels are now offset appreciably from this datum.',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5709,
'NAP height',
1275,
'vertical',
6499,
5109,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Nederlandse Commissie voor Geodesie publication 30; 1993',
'OGP',
TO_DATE('2008-03-14'),
'2000.100 2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5710,
'Oostende height',
1347,
'vertical',
6499,
5110,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Nederlandse Commissie voor Geodesie publication 30; 1993',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5711,
'AHD height',
1281,
'vertical',
6499,
5111,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'http://www.auslig.gov.au/geodesy',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5712,
'AHD (Tasmania) height',
1282,
'vertical',
6499,
5112,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5713,
'CGVD28 height',
1289,
'vertical',
6499,
5114,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Geodetic Survey Division of Natural Resources Canada.',
'OGP',
TO_DATE('2008-03-14'),
'2004.723 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5714,
'msl height',
1262,
'vertical',
6499,
5100,
Null,
Null,
Null,
Null,
'Used for hydrographic surveying.',
'Approximates geoid. Not specific to any location or epoch.',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5715,
'msl depth',
1262,
'vertical',
6498,
5100,
Null,
Null,
Null,
Null,
'Used for hydrographic surveying.',
'Approximates geoid. Not specific to any location or epoch.',
'',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5716,
'Piraeus height',
3254,
'vertical',
6499,
5115,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Geodesy Department; Public Petroleum Corporation of Greece.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5717,
'N60 height',
3333,
'vertical',
6499,
5116,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'In use since 1968.',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5718,
'RH70 height',
3313,
'vertical',
6499,
5117,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces RH00 (CRS code 5615). Replaced by RH2000 (CRS code 5613) from 2005.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.013',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5719,
'NGF Lallemand height',
1326,
'vertical',
6499,
5118,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Generally but not entirely replaced by NGF IGN69 height (CRS code 5720).',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5720,
'NGF IGN69 height',
1326,
'vertical',
6499,
5119,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Generally but not entirely replaces NGF Lallemand height (CRS code 5719).',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5721,
'IGN78 Corsica height',
1327,
'vertical',
6499,
5120,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces NGC 1948 height (CRS code 5791).',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994',
'OGP',
TO_DATE('2008-03-14'),
'2004.564 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5722,
'Maputo height',
3281,
'vertical',
6499,
5121,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5723,
'JSLD height',
3263,
'vertical',
6499,
5122,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Geographic Survey Institute; Japan. http://vldb.gsi-mc.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2008-03-14'),
'2002.080 2004.380 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5724,
'PHD93 height',
3288,
'vertical',
6499,
5123,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces Fahud Height Datum height (CRS code 5725) from 1993.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2008-11-07'),
'2008.010 2008.095',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5725,
'Fahud HD height',
3288,
'vertical',
6499,
5124,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaced by PHD93 height (CRS code 5724) from 1993.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2008-11-07'),
'2008.010 2008.095',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5726,
'Ha Tien 1960 height',
1302,
'vertical',
6499,
5125,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'In Vietnam replaced by Hon Dau height (CRS code 5727) from 1992.',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5727,
'Hon Dau 1992 height',
3328,
'vertical',
6499,
5126,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'In Vietnam replaces Ha Tien height (CRS code 5726) from 1992.',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5728,
'LN02 height',
1286,
'vertical',
6499,
5127,
Null,
Null,
Null,
Null,
'Topographic and engineering surveying.',
'Replaced by LHN95 height (CRS code 5729).',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5729,
'LHN95 height',
1286,
'vertical',
6499,
5128,
Null,
Null,
Null,
Null,
'Geodetic surveying.',
'Replaces LN02 height (CRS code 5728).',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5730,
'EVRF2000 height',
1299,
'vertical',
6499,
5129,
Null,
Null,
Null,
Null,
'For pan-European products and services.',
'Replaced by EVRF2007 height (CRS code 5621).',
'IAG subcommission for Europe (EUREF). Also at EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-11-23'),
'2004.100 2005.180 2008.010 2008.101',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5731,
'Malin Head height',
1305,
'vertical',
6499,
5130,
Null,
Null,
Null,
Null,
'Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.',
'Belfast Lough height (CRS code 5732) used for large scale topographic mapping in Northern Ireland.',
'Ordnance Survey of Ireland.',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5732,
'Belfast height',
2530,
'vertical',
6499,
5131,
Null,
Null,
Null,
Null,
'Large scale topographic mapping.',
'Malin Head height (CRS code 5731) used for medium and small scale topographic mapping.',
'Ordnance Survey of Northern Ireland.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5733,
'DNN height',
3237,
'vertical',
6499,
5132,
Null,
Null,
Null,
Null,
'Topographic mapping and engineering survey.',
'Replaced by DVR90 height (CRS code 5799).',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2006.972 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5734,
'AIOC95 depth',
2592,
'vertical',
6498,
5133,
Null,
Null,
Null,
Null,
'Used by AIOC and BP for all offshore Azerbaijan activities.',
'Also used by AIOC and BP as a height system for engineering survey at Sangachal terminal (see CRS code 5797). AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'2004.724 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5735,
'Black Sea height',
1102,
'vertical',
6499,
5134,
Null,
Null,
Null,
Null,
'Hydrographic surveying and since breakup of Former Soviet Union also topographic mapping.',
'Black Sea datum is 0.4m below Baltic datum.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5736,
'Yellow Sea 1956 height',
3228,
'vertical',
6499,
5104,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaced by Yellow Sea 1985 height (CRS code 5737).',
'Guangdong Province Land Resource Information Centre',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5737,
'Yellow Sea 1985 height',
3228,
'vertical',
6499,
5137,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces Yellow Sea 1956 height (CRS code 5736).',
'Guangdong Province Land Resource Information Centre',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5738,
'HKPD height',
3334,
'vertical',
6499,
5135,
Null,
Null,
Null,
Null,
'Geodetic, topographic and engineering surveying.',
'',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5739,
'HKCD depth',
3335,
'vertical',
6498,
5136,
Null,
Null,
Null,
Null,
'Hydrographic charting.',
'Chart datum is 0.15 metres below Hong Kong Principal Datum (CRS code 5738) and 1.38m below MSL at Quarry Bay.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5740,
'ODN Orkney height',
2793,
'vertical',
6499,
5138,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5741,
'Fair Isle height',
2794,
'vertical',
6499,
5139,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5742,
'Lerwick height',
2795,
'vertical',
6499,
5140,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5743,
'Foula height',
2796,
'vertical',
6499,
5141,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5744,
'Sule Skerry height',
2797,
'vertical',
6499,
5142,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5745,
'North Rona height',
2798,
'vertical',
6499,
5143,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5746,
'Stornoway height',
2799,
'vertical',
6499,
5144,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5747,
'St Kilda height',
2800,
'vertical',
6499,
5145,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5748,
'Flannan Isles height',
2801,
'vertical',
6499,
5146,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5749,
'St Marys height',
2802,
'vertical',
6499,
5147,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5750,
'Douglas height',
2803,
'vertical',
6499,
5148,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5751,
'Fao height',
3390,
'vertical',
6499,
5149,
Null,
Null,
Null,
Null,
'Oil exploration and production..',
'Replaced by Bandar Abbas (CRS code 5752) in Iran and Fao 1979 (code 3886) in Iraq. At time of record creation NIOC data in Ahwaz area of Iran and some irrigation project data in Iraq still usually referenced to Fao. Usage in Iraqi oil industry uncertain.',
'National Iranian Oil Company (NIOC).',
'OGP',
TO_DATE('2010-03-01'),
'2008.010 2010.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5752,
'Bandar Abbas height',
3336,
'vertical',
6499,
5150,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaces Fao height (CRS code 5751) for national map agency work in Iran. At time of record creation NIOC data still generally referenced to Fao.',
'National Cartographic Cenre of Iran',
'OGP',
TO_DATE('2010-03-01'),
'2004.211 2008.010 2010.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5753,
'NGNC height',
2822,
'vertical',
6499,
5151,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying, topographic mapping.',
'',
'Service Topographique de la Nouvelle Caledonie',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5754,
'Poolbeg height',
1305,
'vertical',
6496,
5152,
Null,
Null,
Null,
Null,
'Topographic mapping at all scales in Republic and medium and small scales in Northern Ireland.',
'Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland. Replaced by Belfast Lough height and Malin Head height (CRS codes 5732 and 5731).',
'Ordnance Survey of Ireland.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5755,
'NGG1977 height',
3146,
'vertical',
6499,
5153,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5756,
'Martinique 1987 height',
3276,
'vertical',
6499,
5154,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Martinique 1955 height (CRS code 5794)',
'IGN Paris',
'OGP',
TO_DATE('2008-03-14'),
'2004.561 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5757,
'Guadeloupe 1988 height',
2892,
'vertical',
6499,
5155,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Guadeloupe 1951 height (CRS code 5795).',
'IGN Paris',
'OGP',
TO_DATE('2008-03-14'),
'2004.561 2005.880 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5758,
'Reunion 1989 height',
3337,
'vertical',
6499,
5156,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2008-03-14'),
'2004.561 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5759,
'Auckland 1946 height',
1500,
'vertical',
6499,
5157,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5760,
'Bluff 1955 height',
1501,
'vertical',
6499,
5158,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5761,
'Dunedin 1958 height',
1501,
'vertical',
6499,
5159,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5762,
'Gisborne 1926 height',
1500,
'vertical',
6499,
5160,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5763,
'Lyttelton 1937 height',
1501,
'vertical',
6499,
5161,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5764,
'Moturiki 1953 height',
1500,
'vertical',
6499,
5162,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5765,
'Napier 1962 height',
1500,
'vertical',
6499,
5163,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5766,
'Nelson 1955 height',
1501,
'vertical',
6499,
5164,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5767,
'One Tree Point 1964 height',
1500,
'vertical',
6499,
5165,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5768,
'Tararu 1952 height',
1500,
'vertical',
6499,
5166,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5769,
'Taranaki 1970 height',
1500,
'vertical',
6499,
5167,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5770,
'Wellington 1953 height',
1500,
'vertical',
6499,
5168,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5771,
'Chatham Island 1959 height',
2889,
'vertical',
6499,
5169,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Interim Report GEO/T1/19/51 for LINZ by John Hannah, "An Assessment of New Zealand''s Height Systems and Options for a Future Height System", January 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5772,
'Stewart Island 1977 height',
3338,
'vertical',
6499,
5170,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Interim Report GEO/T1/19/51 for LINZ by John Hannah, "An Assessment of New Zealand''s Height Systems and Options for a Future Height System", January 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.010 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5773,
'EGM96 geoid height',
1262,
'vertical',
6499,
5171,
Null,
Null,
Null,
Null,
'Geodesy.',
'Height surface resulting from the application of the EGM96 geoid model to the WGS 84 ellipsoid. Replaces EGM84 geoid height (CRS code 5798). Replaced by EGM2008 geoid height (CRS code 3855).',
'NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html',
'OGP',
TO_DATE('2009-02-10'),
'2008.010 2008.097',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5774,
'NG-L height',
1146,
'vertical',
6499,
5172,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5775,
'Antalya height',
3322,
'vertical',
6499,
5173,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5776,
'NN54 height',
1352,
'vertical',
6499,
5174,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Statoil',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5777,
'Durres height',
3212,
'vertical',
6499,
5175,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5778,
'GHA height',
1037,
'vertical',
6499,
5176,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5779,
'NVN99 height',
3307,
'vertical',
6499,
5177,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5780,
'Cascais height',
1294,
'vertical',
6499,
5178,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5781,
'Constanta height',
3295,
'vertical',
6499,
5179,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/evrs/Relations.html',
'OGP',
TO_DATE('2008-03-14'),
'2004.721 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5782,
'Alicante height',
2366,
'vertical',
6499,
5180,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5783,
'DHHN92 height',
3339,
'vertical',
6499,
5181,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Bundesamt fuer Kartographie und Geodaesie (BKG) http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5784,
'DHHN85 height',
2326,
'vertical',
6499,
5182,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by DNNH92 height (CRS code 5783).',
'Bundesamt fuer Kartographie und Geodaesie (BKG) http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5785,
'SNN76 height',
1343,
'vertical',
6499,
5183,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by DNNH92 height (CRS code 5783).',
'Bundesamt fuer Kartographie und Geodaesie (BKG) http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5786,
'Baltic 1982 height',
3224,
'vertical',
6499,
5184,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5787,
'EOMA 1980 height',
1119,
'vertical',
6499,
5185,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5788,
'Kuwait PWD height',
3267,
'vertical',
6499,
5186,
Null,
Null,
Null,
Null,
'Municipality and military purposes.',
'',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5789,
'KOC WD depth',
3267,
'vertical',
6498,
5187,
Null,
Null,
Null,
Null,
'KOC exploration and field development subsurface work.',
'See CRS code 5614 for equivalent system in feet.',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5790,
'KOC CD height',
3267,
'vertical',
6499,
5188,
Null,
Null,
Null,
Null,
'KOC survey control and facilities engineering.',
'',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5791,
'NGC 1948 height',
1327,
'vertical',
6499,
5189,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'Replaced by IGN78 height (CRS code 5721)',
'IGN Paris.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5792,
'Danger 1950 height',
3299,
'vertical',
6499,
5190,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5793,
'Mayotte 1950 height',
3340,
'vertical',
6499,
5191,
Null,
Null,
Null,
Null,
'Geodetic and engineering surveying.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5794,
'Martinique 1955 height',
3276,
'vertical',
6499,
5192,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by Martinique 1987 height (CRS code 5756)',
'IGN Paris.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5795,
'Guadeloupe 1951 height',
2892,
'vertical',
6499,
5193,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by Guadeloupe 1988 height (CRS code 5757).',
'IGN Paris.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5796,
'Lagos 1955 height',
3287,
'vertical',
6499,
5194,
Null,
Null,
Null,
Null,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Ebong et al, AVN International, 1991.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5797,
'AIOC95 height',
2592,
'vertical',
6499,
5133,
Null,
Null,
Null,
Null,
'Used by AIOC and BP as a height system for engineering survey at Sangachal terminal.',
'AIOC95 datum is 1.7m above Caspian datum and 26.3m below Baltic datum. Also used by AIOC and BP as the depth system for all offshore Azerbaijan activities (see CRS code 5734).',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5798,
'EGM84 geoid height',
1262,
'vertical',
6499,
5203,
Null,
Null,
Null,
Null,
'Geodesy.',
'Height surface resulting from the application of the EGM84 geoid model to the WGS 84 ellipsoid. Replaced by EGM96 geoid height (CRS code 5773).',
'US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2009-02-10'),
'2008.010 2008.097',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5799,
'DVR90 height',
3237,
'vertical',
6499,
5206,
Null,
Null,
Null,
Null,
'Topographic mapping and engineering survey.',
'Replaces Dansk Normal Null height (CRS code 5733).',
'Kort \& Matrikelstyrelsen: The Danish height system DVR90, Publ. 4.series, vol. 8, 2000.',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5800,
'Astra Minas Grid',
1265,
'engineering',
6507,
9300,
Null,
Null,
Null,
Null,
'Oil exploration.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5801,
'Barcelona Grid B1',
1266,
'engineering',
4500,
9301,
Null,
Null,
Null,
Null,
'Oil exploration by MGO and Talon.',
'Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10deg08''06"N, 64deg41''17"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5802,
'Barcelona Grid B2',
1266,
'engineering',
4500,
9301,
Null,
Null,
Null,
Null,
'Oil exploration by Phillips; Mobil; Texas; Mercedes; Varco.',
'Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10deg08''06"N, 64deg41''07.5"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5803,
'Maturin Grid',
1320,
'engineering',
4500,
9302,
Null,
Null,
Null,
Null,
'Oil exploration by MGO and Talon.',
'Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona. 500000E; 300000N at 10deg08''06"N, 64deg41''17"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5804,
'EPSG seismic bin grid example A',
1263,
'engineering',
6508,
9312,
Null,
Null,
Null,
Null,
'Example only - fictitious.',
'Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E, 5836723N. Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984',
'UKOOA P6/98 seismic bin grid guideline.',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5805,
'EPSG seismic bin grid example B',
1263,
'engineering',
6506,
9312,
Null,
Null,
Null,
Null,
'Example only - fictitious.',
'',
'',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5806,
'EPSG local engineering grid example A',
1263,
'engineering',
6505,
9313,
Null,
Null,
Null,
Null,
'Example only - fictitious.',
'Coordinates are 0,0 at conductor slot A1.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5807,
'EPSG local engineering grid example B',
1263,
'engineering',
6504,
9313,
Null,
Null,
Null,
Null,
'Example only - fictitious.',
'Shows alternative use of coordinate axis name. Coordinates are 0,0 at conductor slot A1.',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5808,
'Maracaibo Cross Grid M4',
1319,
'engineering',
4500,
9303,
Null,
Null,
Null,
Null,
'Oil exploration by Chevron and CVP.',
'Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10deg38''22"N, 71deg37''18"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5809,
'Maracaibo Cross Grid M5',
1319,
'engineering',
4500,
9303,
Null,
Null,
Null,
Null,
'Oil exploration by Texas.',
'Grid coordinates 200000N 200000E at Cruz Canada Morillo in Maracaibo. The cross is ascribed coordinates of 10deg38''32.3"N, 71deg37''12.1"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5810,
'La Rosa Grid',
1311,
'engineering',
4500,
9304,
Null,
Null,
Null,
Null,
'Oil exploration.',
'Grid coordinates (0; 0) at the monument in La Rosa (10deg22''40.417"N, 71deg26''59.488"W; Loma Qunitana datum). Origin possibly at Cerro Penal (71deg12''58"W) where grid north aligned to true north. See Lake / Maracaibo La Rosa grid.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5811,
'Mene Grande',
1270,
'engineering',
4500,
9305,
Null,
Null,
Null,
Null,
'Oil exploration by Shell.',
'Grid coordinates (0; 0) at the monument in Santa Barabara; Mene Grande. The monument is ascribed coordinates of 9deg52''25.488"N, 70deg54''35.310"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5812,
'El Cubo',
1269,
'engineering',
4500,
9306,
Null,
Null,
Null,
Null,
'Oil exploration by Shell.',
'Grid coordinates (0; 0) at El Cubo (8deg44''17.258"N, 72deg30''09.01"W).',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5813,
'Dabajuro',
1268,
'engineering',
4500,
9307,
Null,
Null,
Null,
Null,
'Oil exploration by Chevron Creole and Texas.',
'Grid coordinates 200000N; 200000E at the centre of the tower of the church at Dabajuro. The tower is ascribed coordinates of 11deg01''19"N, 70deg40''40"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5814,
'Tucupita',
1370,
'engineering',
4500,
9308,
Null,
Null,
Null,
Null,
'Oil exploration by Creole and Texas.',
'Grid coordinates 200000N; 200000E at centre of the Bolivar plaza in Tucupita. The plaza is ascribed coordinates of 9deg03''32"N, 62deg03''07.6"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5815,
'Santa Maria de Ipire',
1371,
'engineering',
4500,
9310,
Null,
Null,
Null,
Null,
'Oil exploration by Creole Phillips and Varco.',
'Grid coordinates 200000N; 200000E at concrete monument PR-1 in the Bolivar plaza in Santa Maria de Ipire. The monument is ascribed coordinates of 8deg40''06"N, 65deg19''09"W.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5816,
'Barinas west base',
1267,
'engineering',
4500,
9311,
Null,
Null,
Null,
Null,
'Oil exploration by Sinclair.',
'Grid coordinates 200000N; 200000E at the west base monument in Barinas.',
'Ministry of Mines standards manual of 1974.',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5817,
'Tombak LNG plant',
2362,
'engineering',
6510,
9314,
Null,
Null,
Null,
Null,
'Engineering survey.',
'Used for South Pars phase 11 and Pars LNG plant.',
'Total',
'OGP',
TO_DATE('2005-08-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5818,
'UKOOA P6 seismic bin grid example',
1263,
'engineering',
6511,
9315,
Null,
Null,
Null,
Null,
'Example only - fictitious.',
'The bin grid is related to the earth through a transformation - see coordinate operation (transformation) code 15744.',
'UKOOA Data Exchange Format P6/98 "Definition of 3D Seismic Binning Grids".',
'OGP',
TO_DATE('2005-09-09'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5819,
'EPSG topocentric example A',
1263,
'projected',
4461,
Null,
4979,
15594,
Null,
Null,
'Example only - fictitious. This example is a special case in which the topocentric origin is exactly on the surface of the ellipsoid.',
'The topocentric CS origin is defined in terms of a geographic 3D CRS. The ellipsoidal coordinates of the topocentric origin form the conversion parameters for deriving topocentric coordinates.',
'OGP Guidance Note 7-2',
'OGP',
TO_DATE('2008-09-17'),
'2008.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5820,
'EPSG topocentric example B',
1263,
'projected',
4461,
Null,
4978,
15595,
Null,
Null,
'Example only - fictitious.',
'The topocentric CS origin is defined in terms of a geocentric CRS. The geocentric coordinates of the topocentric origin form the conversion parameters for deriving topocentric coordinates.',
'OGP Guidance Note 7-2',
'OGP',
TO_DATE('2008-09-17'),
'2008.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 5821,
'EPSG vertical perspective example',
1263,
'projected',
4461,
Null,
5819,
19850,
Null,
Null,
'Visualisation. Example only - fictitious.',
'The vertical perspective is based on the topocentric coordinates derived from a geodetic (geographic 3D, as in this example, or geocentric) CRS. Being used for visualisation it is transient in nature.',
'OGP Guidance Note 7-2',
'OGP',
TO_DATE('2008-09-17'),
'2008.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7400,
'NTF (Paris) + NGF IGN69 height',
1326,
'compound',
Null,
Null,
Null,
Null,
4807,
5720,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7401,
'NTF (Paris) / France II + NGF Lallemand',
1326,
'compound',
Null,
Null,
Null,
Null,
27582,
5719,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7402,
'NTF (Paris) / France II + NGF IGN69',
1326,
'compound',
Null,
Null,
Null,
Null,
27582,
5720,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7403,
'NTF (Paris) / France III + NGF IGN69',
1733,
'compound',
Null,
Null,
Null,
Null,
27583,
5720,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7404,
'RT90 + RH70 height',
1225,
'compound',
Null,
Null,
Null,
Null,
4124,
5718,
'Large and medium scale topographic mapping and engineering survey.',
'When combined with geoid model RN92 forms geographic 3D coordinate system RR92.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7405,
'OSGB36 / British National Grid + ODN height',
2792,
'compound',
Null,
Null,
Null,
Null,
27700,
5701,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2005.880 2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7406,
'NAD27 + NGVD29 height',
1323,
'compound',
Null,
Null,
Null,
Null,
4267,
5702,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7407,
'NAD27 / Texas North + NGVD29 height',
2253,
'compound',
Null,
Null,
Null,
Null,
32037,
5702,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7408,
'RD/NAP',
1275,
'compound',
Null,
Null,
Null,
Null,
4289,
5709,
'Large and medium scale topographic mapping and engineering survey.',
'',
'http://www.rdnap.nl/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7409,
'ETRS89 + EVRF2000 height',
1299,
'compound',
Null,
Null,
Null,
Null,
4258,
5730,
'For pan-European products and services.',
'Replaced by ETRS89 + EVRF2007 height (CRS code 7423).',
'IAG subcommission for Europe',
'OGP',
TO_DATE('2008-11-21'),
'2005.180 2007.014 2008.010 2008.101',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7410,
'PSHD93',
3288,
'compound',
Null,
Null,
Null,
Null,
4134,
5724,
'Oil exploration.',
'',
'Petroleum Development Oman',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7411,
'NTF (Paris) / Lambert zone II + NGF Lallemand height',
1326,
'compound',
Null,
Null,
Null,
Null,
27572,
5719,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7412,
'NTF (Paris) / Lambert zone II + NGF IGN69',
1326,
'compound',
Null,
Null,
Null,
Null,
27572,
5719,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7413,
'NTF (Paris) / Lambert zone III + NGF IGN69',
1733,
'compound',
Null,
Null,
Null,
Null,
27573,
5719,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7414,
'Tokyo + JSLD height',
1129,
'compound',
Null,
Null,
Null,
Null,
4301,
5723,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7415,
'Amersfoort / RD New + NAP height',
1275,
'compound',
Null,
Null,
Null,
Null,
28992,
5709,
'Large and medium scale topographic mapping and engineering survey.',
'',
'http://www.rdnap.nl/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7416,
'ETRS89 / UTM zone 32N + DVR90 height',
3471,
'compound',
Null,
Null,
Null,
Null,
25832,
5799,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7417,
'ETRS89 / UTM zone 33N + DVR90 height',
3472,
'compound',
Null,
Null,
Null,
Null,
25833,
5799,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7418,
'ETRS89 / Kp2000 Jutland + DVR90 height',
2531,
'compound',
Null,
Null,
Null,
Null,
2196,
5799,
'Large scale topographic mapping.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2008.010 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7419,
'ETRS89 / Kp2000 Zealand + DVR90 height',
2532,
'compound',
Null,
Null,
Null,
Null,
2197,
5799,
'Large scale topographic mapping.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2008.010 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7420,
'ETRS89 / Kp2000 Bornholm + DVR90 height',
2533,
'compound',
Null,
Null,
Null,
Null,
2198,
5799,
'Large scale topographic mapping.',
'',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-30'),
'2008.010 2009.038',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7421,
'NTF (Paris) / Lambert zone II + NGF IGN69 height',
1326,
'compound',
Null,
Null,
Null,
Null,
27572,
5720,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7422,
'NTF (Paris) / Lambert zone III + NGF IGN69 height',
1733,
'compound',
Null,
Null,
Null,
Null,
27573,
5720,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 7423,
'ETRS89 + EVRF2007 height',
3594,
'compound',
Null,
Null,
Null,
Null,
4258,
5621,
'For pan-European products and services.',
'Replaces ETRS89 + EVRF2000 height (CRS code 7409).',
'IAG subcommission for Europe',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20004,
'Pulkovo 1995 / Gauss-Kruger zone 4',
1763,
'projected',
4530,
Null,
4200,
16204,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 21E (code 2463).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20005,
'Pulkovo 1995 / Gauss-Kruger zone 5',
1764,
'projected',
4530,
Null,
4200,
16205,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 27E (code 2464).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20006,
'Pulkovo 1995 / Gauss-Kruger zone 6',
1765,
'projected',
4530,
Null,
4200,
16206,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 33E (code 2465).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20007,
'Pulkovo 1995 / Gauss-Kruger zone 7',
1766,
'projected',
4530,
Null,
4200,
16207,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 39E (code 2466).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20008,
'Pulkovo 1995 / Gauss-Kruger zone 8',
1767,
'projected',
4530,
Null,
4200,
16208,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 45E (code 2467).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20009,
'Pulkovo 1995 / Gauss-Kruger zone 9',
1768,
'projected',
4530,
Null,
4200,
16209,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 51E (code 2468).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20010,
'Pulkovo 1995 / Gauss-Kruger zone 10',
1769,
'projected',
4530,
Null,
4200,
16210,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 57E (code 2469).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20011,
'Pulkovo 1995 / Gauss-Kruger zone 11',
1770,
'projected',
4530,
Null,
4200,
16211,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 63E (code 2470).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20012,
'Pulkovo 1995 / Gauss-Kruger zone 12',
1771,
'projected',
4530,
Null,
4200,
16212,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 69E (code 2471).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20013,
'Pulkovo 1995 / Gauss-Kruger zone 13',
1772,
'projected',
4530,
Null,
4200,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 75E (code 2472).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20014,
'Pulkovo 1995 / Gauss-Kruger zone 14',
1773,
'projected',
4530,
Null,
4200,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 81E (code 2473).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20015,
'Pulkovo 1995 / Gauss-Kruger zone 15',
1774,
'projected',
4530,
Null,
4200,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 87E (code 2474).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20016,
'Pulkovo 1995 / Gauss-Kruger zone 16',
1775,
'projected',
4530,
Null,
4200,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 93E (code 2475).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20017,
'Pulkovo 1995 / Gauss-Kruger zone 17',
1776,
'projected',
4530,
Null,
4200,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 99E (code 2476).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20018,
'Pulkovo 1995 / Gauss-Kruger zone 18',
1777,
'projected',
4530,
Null,
4200,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 105E (code 2477).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20019,
'Pulkovo 1995 / Gauss-Kruger zone 19',
1778,
'projected',
4530,
Null,
4200,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 111E (code 2478).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20020,
'Pulkovo 1995 / Gauss-Kruger zone 20',
1779,
'projected',
4530,
Null,
4200,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 117E (code 2479).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20021,
'Pulkovo 1995 / Gauss-Kruger zone 21',
1780,
'projected',
4530,
Null,
4200,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 123E (code 2480).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20022,
'Pulkovo 1995 / Gauss-Kruger zone 22',
1781,
'projected',
4530,
Null,
4200,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 129E (code 2481).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20023,
'Pulkovo 1995 / Gauss-Kruger zone 23',
1782,
'projected',
4530,
Null,
4200,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 135E (code 2482).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20024,
'Pulkovo 1995 / Gauss-Kruger zone 24',
1783,
'projected',
4530,
Null,
4200,
16224,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 141E (code 2483).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20025,
'Pulkovo 1995 / Gauss-Kruger zone 25',
1784,
'projected',
4530,
Null,
4200,
16225,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 147E (code 2484).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20026,
'Pulkovo 1995 / Gauss-Kruger zone 26',
1785,
'projected',
4530,
Null,
4200,
16226,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 153E (code 2485).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20027,
'Pulkovo 1995 / Gauss-Kruger zone 27',
1786,
'projected',
4530,
Null,
4200,
16227,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 159E (code 2486).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20028,
'Pulkovo 1995 / Gauss-Kruger zone 28',
1787,
'projected',
4530,
Null,
4200,
16228,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 165E (code 2487).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20029,
'Pulkovo 1995 / Gauss-Kruger zone 29',
1788,
'projected',
4530,
Null,
4200,
16229,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171E (code 2488).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20030,
'Pulkovo 1995 / Gauss-Kruger zone 30',
1789,
'projected',
4530,
Null,
4200,
16230,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177E (code 2489).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20031,
'Pulkovo 1995 / Gauss-Kruger zone 31',
1790,
'projected',
4530,
Null,
4200,
16231,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 177W (code 2490).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20032,
'Pulkovo 1995 / Gauss-Kruger zone 32',
1791,
'projected',
4530,
Null,
4200,
16232,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Pulkovo 1995 / Gauss-Kruger CM 171W (code 2491).',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20064,
'Pulkovo 1995 / Gauss-Kruger 4N',
1763,
'projected',
4530,
Null,
4200,
16304,
Null,
Null,
'Truncated form of Gauss-Kruger zone 4',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20065,
'Pulkovo 1995 / Gauss-Kruger 5N',
1764,
'projected',
4530,
Null,
4200,
16305,
Null,
Null,
'Truncated form of Gauss-Kruger zone 5',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20066,
'Pulkovo 1995 / Gauss-Kruger 6N',
1765,
'projected',
4530,
Null,
4200,
16306,
Null,
Null,
'Truncated form of Gauss-Kruger zone 6',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20067,
'Pulkovo 1995 / Gauss-Kruger 7N',
1766,
'projected',
4530,
Null,
4200,
16307,
Null,
Null,
'Truncated form of Gauss-Kruger zone 7',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20068,
'Pulkovo 1995 / Gauss-Kruger 8N',
1767,
'projected',
4530,
Null,
4200,
16308,
Null,
Null,
'Truncated form of Gauss-Kruger zone 8',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20069,
'Pulkovo 1995 / Gauss-Kruger 9N',
1768,
'projected',
4530,
Null,
4200,
16309,
Null,
Null,
'Truncated form of Gauss-Kruger zone 9',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20070,
'Pulkovo 1995 / Gauss-Kruger 10N',
1769,
'projected',
4530,
Null,
4200,
16310,
Null,
Null,
'Truncated form of Gauss-Kruger zone 10',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20071,
'Pulkovo 1995 / Gauss-Kruger 11N',
1770,
'projected',
4530,
Null,
4200,
16311,
Null,
Null,
'Truncated form of Gauss-Kruger zone 11',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20072,
'Pulkovo 1995 / Gauss-Kruger 12N',
1771,
'projected',
4530,
Null,
4200,
16312,
Null,
Null,
'Truncated form of Gauss-Kruger zone 12',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20073,
'Pulkovo 1995 / Gauss-Kruger 13N',
1772,
'projected',
4530,
Null,
4200,
16313,
Null,
Null,
'Truncated form of Gauss-Kruger zone 13',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20074,
'Pulkovo 1995 / Gauss-Kruger 14N',
1773,
'projected',
4530,
Null,
4200,
16314,
Null,
Null,
'Truncated form of Gauss-Kruger zone 14',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20075,
'Pulkovo 1995 / Gauss-Kruger 15N',
1774,
'projected',
4530,
Null,
4200,
16315,
Null,
Null,
'Truncated form of Gauss-Kruger zone 15',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20076,
'Pulkovo 1995 / Gauss-Kruger 16N',
1775,
'projected',
4530,
Null,
4200,
16316,
Null,
Null,
'Truncated form of Gauss-Kruger zone 16',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20077,
'Pulkovo 1995 / Gauss-Kruger 17N',
1776,
'projected',
4530,
Null,
4200,
16317,
Null,
Null,
'Truncated form of Gauss-Kruger zone 17',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20078,
'Pulkovo 1995 / Gauss-Kruger 18N',
1777,
'projected',
4530,
Null,
4200,
16318,
Null,
Null,
'Truncated form of Gauss-Kruger zone 18',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20079,
'Pulkovo 1995 / Gauss-Kruger 19N',
1778,
'projected',
4530,
Null,
4200,
16319,
Null,
Null,
'Truncated form of Gauss-Kruger zone 19',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20080,
'Pulkovo 1995 / Gauss-Kruger 20N',
1779,
'projected',
4530,
Null,
4200,
16320,
Null,
Null,
'Truncated form of Gauss-Kruger zone 20',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20081,
'Pulkovo 1995 / Gauss-Kruger 21N',
1780,
'projected',
4530,
Null,
4200,
16321,
Null,
Null,
'Truncated form of Gauss-Kruger zone 21',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20082,
'Pulkovo 1995 / Gauss-Kruger 22N',
1781,
'projected',
4530,
Null,
4200,
16322,
Null,
Null,
'Truncated form of Gauss-Kruger zone 22',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20083,
'Pulkovo 1995 / Gauss-Kruger 23N',
1782,
'projected',
4530,
Null,
4200,
16323,
Null,
Null,
'Truncated form of Gauss-Kruger zone 23',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20084,
'Pulkovo 1995 / Gauss-Kruger 24N',
1783,
'projected',
4530,
Null,
4200,
16324,
Null,
Null,
'Truncated form of Gauss-Kruger zone 24',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20085,
'Pulkovo 1995 / Gauss-Kruger 25N',
1784,
'projected',
4530,
Null,
4200,
16325,
Null,
Null,
'Truncated form of Gauss-Kruger zone 25',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20086,
'Pulkovo 1995 / Gauss-Kruger 26N',
1785,
'projected',
4530,
Null,
4200,
16326,
Null,
Null,
'Truncated form of Gauss-Kruger zone 26',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20087,
'Pulkovo 1995 / Gauss-Kruger 27N',
1786,
'projected',
4530,
Null,
4200,
16327,
Null,
Null,
'Truncated form of Gauss-Kruger zone 27',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20088,
'Pulkovo 1995 / Gauss-Kruger 28N',
1787,
'projected',
4530,
Null,
4200,
16328,
Null,
Null,
'Truncated form of Gauss-Kruger zone 28',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20089,
'Pulkovo 1995 / Gauss-Kruger 29N',
1788,
'projected',
4530,
Null,
4200,
16329,
Null,
Null,
'Truncated form of Gauss-Kruger zone 29',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20090,
'Pulkovo 1995 / Gauss-Kruger 30N',
1789,
'projected',
4530,
Null,
4200,
16330,
Null,
Null,
'Truncated form of Gauss-Kruger zone 30',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20091,
'Pulkovo 1995 / Gauss-Kruger 31N',
1790,
'projected',
4530,
Null,
4200,
16331,
Null,
Null,
'Truncated form of Gauss-Kruger zone 31',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20092,
'Pulkovo 1995 / Gauss-Kruger 32N',
1791,
'projected',
4530,
Null,
4200,
16332,
Null,
Null,
'Truncated form of Gauss-Kruger zone 32',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20135,
'Adindan / UTM zone 35N',
2827,
'projected',
4400,
Null,
4201,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2003-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20136,
'Adindan / UTM zone 36N',
2825,
'projected',
4400,
Null,
4201,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2003-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20137,
'Adindan / UTM zone 37N',
1552,
'projected',
4400,
Null,
4201,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2003-01-16'),
'2002.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20138,
'Adindan / UTM zone 38N',
1553,
'projected',
4400,
Null,
4201,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2003-01-16'),
'2002.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20248,
'AGD66 / AMG zone 48',
1556,
'projected',
4400,
Null,
4202,
17448,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20249,
'AGD66 / AMG zone 49',
1557,
'projected',
4400,
Null,
4202,
17449,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20250,
'AGD66 / AMG zone 50',
1558,
'projected',
4400,
Null,
4202,
17450,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20251,
'AGD66 / AMG zone 51',
1559,
'projected',
4400,
Null,
4202,
17451,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20252,
'AGD66 / AMG zone 52',
1560,
'projected',
4400,
Null,
4202,
17452,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20253,
'AGD66 / AMG zone 53',
1561,
'projected',
4400,
Null,
4202,
17453,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20254,
'AGD66 / AMG zone 54',
1567,
'projected',
4400,
Null,
4202,
17454,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20255,
'AGD66 / AMG zone 55',
1568,
'projected',
4400,
Null,
4202,
17455,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20256,
'AGD66 / AMG zone 56',
1564,
'projected',
4400,
Null,
4202,
17456,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20257,
'AGD66 / AMG zone 57',
1565,
'projected',
4400,
Null,
4202,
17457,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20258,
'AGD66 / AMG zone 58',
1566,
'projected',
4400,
Null,
4202,
17458,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20348,
'AGD84 / AMG zone 48',
1556,
'projected',
4400,
Null,
4203,
17448,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20349,
'AGD84 / AMG zone 49',
1557,
'projected',
4400,
Null,
4203,
17449,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20350,
'AGD84 / AMG zone 50',
1558,
'projected',
4400,
Null,
4203,
17450,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20351,
'AGD84 / AMG zone 51',
1559,
'projected',
4400,
Null,
4203,
17451,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20352,
'AGD84 / AMG zone 52',
3687,
'projected',
4400,
Null,
4203,
17452,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20353,
'AGD84 / AMG zone 53',
3688,
'projected',
4400,
Null,
4203,
17453,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20354,
'AGD84 / AMG zone 54',
3689,
'projected',
4400,
Null,
4203,
17454,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20355,
'AGD84 / AMG zone 55',
3690,
'projected',
4400,
Null,
4203,
17455,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20356,
'AGD84 / AMG zone 56',
3691,
'projected',
4400,
Null,
4203,
17456,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20357,
'AGD84 / AMG zone 57',
1565,
'projected',
4400,
Null,
4203,
17457,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20358,
'AGD84 / AMG zone 58',
1566,
'projected',
4400,
Null,
4203,
17458,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20436,
'Ain el Abd / UTM zone 36N',
3107,
'projected',
4400,
Null,
4204,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20437,
'Ain el Abd / UTM zone 37N',
1569,
'projected',
4400,
Null,
4204,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-12'),
'2005.110',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20438,
'Ain el Abd / UTM zone 38N',
1571,
'projected',
4400,
Null,
4204,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).',
'Known in Kuwait as "KOC UTM". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).',
'',
'OGP',
TO_DATE('2005-05-12'),
'1997.590 2005.110',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20439,
'Ain el Abd / UTM zone 39N',
1570,
'projected',
4400,
Null,
4204,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey. In Kuwait, oil production (but not exploration - see KOC Lambert, code 24600).',
'Known in Kuwait as "KOC UTM". Used by KOC for engineering but not explorartion (see KOC Lambert, code 24600).',
'',
'OGP',
TO_DATE('2005-05-12'),
'2005.110',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20440,
'Ain el Abd / UTM zone 40N',
3106,
'projected',
4400,
Null,
4204,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20499,
'Ain el Abd / Bahrain Grid',
1040,
'projected',
4400,
Null,
4204,
19900,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20538,
'Afgooye / UTM zone 38N',
1554,
'projected',
4400,
Null,
4205,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20539,
'Afgooye / UTM zone 39N',
1555,
'projected',
4400,
Null,
4205,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20790,
'Lisbon (Lisbon) / Portuguese National Grid',
1294,
'projected',
4499,
Null,
4803,
19936,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey for military purposes.',
'',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('1998-11-11'),
'1998.420',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20791,
'Lisbon (Lisbon) / Portuguese Grid',
1294,
'projected',
4499,
Null,
4803,
19969,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by definition using Greenwich meridian, CRS code 5018.',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20822,
'Aratu / UTM zone 22S',
1572,
'projected',
4400,
Null,
4208,
16122,
Null,
Null,
'Oil exploration and production.',
'',
'',
'OGP',
TO_DATE('1995-07-21'),
'1995.191',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20823,
'Aratu / UTM zone 23S',
1573,
'projected',
4400,
Null,
4208,
16123,
Null,
Null,
'Oil exploration and production.',
'',
'',
'OGP',
TO_DATE('1995-07-21'),
'1995.191',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20824,
'Aratu / UTM zone 24S',
1574,
'projected',
4400,
Null,
4208,
16124,
Null,
Null,
'Oil exploration and production.',
'',
'',
'OGP',
TO_DATE('1995-07-21'),
'1995.191',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20934,
'Arc 1950 / UTM zone 34S',
1575,
'projected',
4400,
Null,
4209,
16134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20935,
'Arc 1950 / UTM zone 35S',
1576,
'projected',
4400,
Null,
4209,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 20936,
'Arc 1950 / UTM zone 36S',
1577,
'projected',
4400,
Null,
4209,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21035,
'Arc 1960 / UTM zone 35S',
1579,
'projected',
4400,
Null,
4210,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21036,
'Arc 1960 / UTM zone 36S',
1581,
'projected',
4400,
Null,
4210,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21037,
'Arc 1960 / UTM zone 37S',
1583,
'projected',
4400,
Null,
4210,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21095,
'Arc 1960 / UTM zone 35N',
1578,
'projected',
4400,
Null,
4210,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21096,
'Arc 1960 / UTM zone 36N',
1580,
'projected',
4400,
Null,
4210,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21097,
'Arc 1960 / UTM zone 37N',
1582,
'projected',
4400,
Null,
4210,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21100,
'Batavia (Jakarta) / NEIEZ',
1285,
'projected',
4499,
Null,
4813,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21148,
'Batavia / UTM zone 48S',
1584,
'projected',
4400,
Null,
4211,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21149,
'Batavia / UTM zone 49S',
1586,
'projected',
4400,
Null,
4211,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21150,
'Batavia / UTM zone 50S',
1585,
'projected',
4400,
Null,
4211,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21291,
'Barbados 1938 / British West Indies Grid',
1042,
'projected',
4400,
Null,
4212,
19942,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by Barbados National Grid (code 21292) from 1983.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21292,
'Barbados 1938 / Barbados National Grid',
1042,
'projected',
4400,
Null,
4212,
19943,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Barbados 1938 / BWI Grid (code 21291) from 1983.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21413,
'Beijing 1954 / Gauss-Kruger zone 13',
1587,
'projected',
4530,
Null,
4214,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 75E (code 24153). Replaced by Xian 1980 / Gauss-Kruger zone 13 (code 2327).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21414,
'Beijing 1954 / Gauss-Kruger zone 14',
1588,
'projected',
4530,
Null,
4214,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 81E (code 24154). Replaced by Xian 1980 / Gauss-Kruger zone 14 (code 2328).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21415,
'Beijing 1954 / Gauss-Kruger zone 15',
1589,
'projected',
4530,
Null,
4214,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 87E (code 24155). Replaced by Xian 1980 / Gauss-Kruger zone 15 (code 2329).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21416,
'Beijing 1954 / Gauss-Kruger zone 16',
1590,
'projected',
4530,
Null,
4214,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 93E (code 24156). Replaced by Xian 1980 / Gauss-Kruger zone 16 (code 2330).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21417,
'Beijing 1954 / Gauss-Kruger zone 17',
1591,
'projected',
4530,
Null,
4214,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 99E (code 24157). Replaced by Xian 1980 / Gauss-Kruger zone 17 (code 2331).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21418,
'Beijing 1954 / Gauss-Kruger zone 18',
1592,
'projected',
4530,
Null,
4214,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 105E (code 24158). Replaced by Xian 1980 / Gauss-Kruger zone 18 (code 2332).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21419,
'Beijing 1954 / Gauss-Kruger zone 19',
1593,
'projected',
4530,
Null,
4214,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 111E (code 24159). Replaced by Xian 1980 / Gauss-Kruger zone 19 (code 2333).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21420,
'Beijing 1954 / Gauss-Kruger zone 20',
1594,
'projected',
4530,
Null,
4214,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 117E (code 24160). Replaced by Xian 1980 / Gauss-Kruger zone 20 (code 2334).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21421,
'Beijing 1954 / Gauss-Kruger zone 21',
1595,
'projected',
4530,
Null,
4214,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 123E (code 24161). Replaced by Xian 1980 / Gauss-Kruger zone 21 (code 2335).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21422,
'Beijing 1954 / Gauss-Kruger zone 22',
1596,
'projected',
4530,
Null,
4214,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 129E (code 24162). Replaced by Xian 1980 / Gauss-Kruger zone 22 (code 2336).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21423,
'Beijing 1954 / Gauss-Kruger zone 23',
1597,
'projected',
4530,
Null,
4214,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated false easting - see Beijing 1954 / Gauss-Kruger CM 135E (code 24163). Replaced by Xian 1980 / Gauss-Kruger zone 23 (code 2337).',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21453,
'Beijing 1954 / Gauss-Kruger CM 75E',
1587,
'projected',
4530,
Null,
4214,
16313,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 13 (code 21413). Replaced by Xian 1980 / Gauss-Kruger CM 75E (code 2338).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21454,
'Beijing 1954 / Gauss-Kruger CM 81E',
1588,
'projected',
4530,
Null,
4214,
16314,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 14 (code 21414). Replaced by Xian 1980 / Gauss-Kruger CM 81E (code 2339).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21455,
'Beijing 1954 / Gauss-Kruger CM 87E',
1589,
'projected',
4530,
Null,
4214,
16315,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 15 (code 21415). Replaced by Xian 1980 / Gauss-Kruger CM 87E (code 2340).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21456,
'Beijing 1954 / Gauss-Kruger CM 93E',
1590,
'projected',
4530,
Null,
4214,
16316,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 16 (code 21416). Replaced by Xian 1980 / Gauss-Kruger CM 93E (code 2341).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21457,
'Beijing 1954 / Gauss-Kruger CM 99E',
1591,
'projected',
4530,
Null,
4214,
16317,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 17 (code 21417). Replaced by Xian 1980 / Gauss-Kruger CM 99E (code 2342).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21458,
'Beijing 1954 / Gauss-Kruger CM 105E',
1592,
'projected',
4530,
Null,
4214,
16318,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 18 (code 21418). Replaced by Xian 1980 / Gauss-Kruger CM 105E (code 2343).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21459,
'Beijing 1954 / Gauss-Kruger CM 111E',
1593,
'projected',
4530,
Null,
4214,
16319,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 19 (code 21419). Replaced by Xian 1980 / Gauss-Kruger CM 111E (code 2344).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21460,
'Beijing 1954 / Gauss-Kruger CM 117E',
1594,
'projected',
4530,
Null,
4214,
16320,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 20 (code 21420). Replaced by Xian 1980 / Gauss-Kruger CM 117E (code 2345).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21461,
'Beijing 1954 / Gauss-Kruger CM 123E',
1595,
'projected',
4530,
Null,
4214,
16321,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 21 (code 21421). Replaced by Xian 1980 / Gauss-Kruger CM 123E (code 2346).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21462,
'Beijing 1954 / Gauss-Kruger CM 129E',
1596,
'projected',
4530,
Null,
4214,
16322,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 22 (code 21422). Replaced by Xian 1980 / Gauss-Kruger CM 129E (code 2347).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21463,
'Beijing 1954 / Gauss-Kruger CM 135E',
1597,
'projected',
4530,
Null,
4214,
16323,
Null,
Null,
'Medium scale topographic mapping.',
'Truncated form of Beijing 1954 / Gauss-Kruger zone 33 (code 21423). Replaced by Xian 1980 / Gauss-Kruger CM 135E (code 2348).',
'',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21473,
'Beijing 1954 / Gauss-Kruger 13N',
1587,
'projected',
4530,
Null,
4214,
16313,
Null,
Null,
'Truncated form of Gauss-Kruger zone 13',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21474,
'Beijing 1954 / Gauss-Kruger 14N',
1588,
'projected',
4530,
Null,
4214,
16314,
Null,
Null,
'Truncated form of Gauss-Kruger zone 14',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21475,
'Beijing 1954 / Gauss-Kruger 15N',
1589,
'projected',
4530,
Null,
4214,
16315,
Null,
Null,
'Truncated form of Gauss-Kruger zone 15',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21476,
'Beijing 1954 / Gauss-Kruger 16N',
1590,
'projected',
4530,
Null,
4214,
16316,
Null,
Null,
'Truncated form of Gauss-Kruger zone 16',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21477,
'Beijing 1954 / Gauss-Kruger 17N',
1591,
'projected',
4530,
Null,
4214,
16317,
Null,
Null,
'Truncated form of Gauss-Kruger zone 17',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21478,
'Beijing 1954 / Gauss-Kruger 18N',
1592,
'projected',
4530,
Null,
4214,
16318,
Null,
Null,
'Truncated form of Gauss-Kruger zone 18',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21479,
'Beijing 1954 / Gauss-Kruger 19N',
1593,
'projected',
4530,
Null,
4214,
16319,
Null,
Null,
'Truncated form of Gauss-Kruger zone 19',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21480,
'Beijing 1954 / Gauss-Kruger 20N',
1594,
'projected',
4530,
Null,
4214,
16320,
Null,
Null,
'Truncated form of Gauss-Kruger zone 20',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21481,
'Beijing 1954 / Gauss-Kruger 21N',
1595,
'projected',
4530,
Null,
4214,
16321,
Null,
Null,
'Truncated form of Gauss-Kruger zone 21',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21482,
'Beijing 1954 / Gauss-Kruger 22N',
1596,
'projected',
4530,
Null,
4214,
16322,
Null,
Null,
'Truncated form of Gauss-Kruger zone 22',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21483,
'Beijing 1954 / Gauss-Kruger 23N',
1597,
'projected',
4530,
Null,
4214,
16323,
Null,
Null,
'Truncated form of Gauss-Kruger zone 23',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21500,
'Belge 1950 (Brussels) / Belge Lambert 50',
1347,
'projected',
4499,
Null,
4809,
19901,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Belge 1972 / Belge Lambert 72 (code 31300) and Belge 1972 / Belgian Lambert 72 (code 31370).',
'',
'OGP',
TO_DATE('1997-04-11'),
'1997.130',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21780,
'Bern 1898 (Bern) / LV03C',
1286,
'projected',
4498,
Null,
4801,
19923,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Switzerland, replaced by CH1903 / LV03 (CRS code 21781). For use in Liechtenstein may be implemented through Greenwich based equivalent CRS code 21782.',
'Swiss Federal Office of Topography.',
'OGP',
TO_DATE('2008-09-24'),
'1997.270 1997.620 2008.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21781,
'CH1903 / LV03',
1286,
'projected',
4498,
Null,
4149,
19922,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces LV03C (CRS code 21780) in Switzerland, but used only occasionally in Liechtenstein. Replaced by CH1903+ / LV95 (CRS code 2056).',
'Swiss Federal Office of Topography.',
'OGP',
TO_DATE('2008-09-24'),
'2001.290 2005.180 2008.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21782,
'CH1903 / LV03C-G',
1144,
'projected',
4498,
Null,
4149,
19841,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Greenwich-based equivalent of LV03C (CRS code 21780).',
'Swiss Federal Office of Topography.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21817,
'Bogota 1975 / UTM zone 17N',
1602,
'projected',
4400,
Null,
4218,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'2000.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21818,
'Bogota 1975 / UTM zone 18N',
1603,
'projected',
4400,
Null,
4218,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'2000.200',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21891,
'Bogota 1975 / Colombia West zone',
1598,
'projected',
4499,
Null,
4218,
18051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.110 1997.570 2000.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21892,
'Bogota 1975 / Colombia Bogota zone',
1599,
'projected',
4499,
Null,
4218,
18052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.110 1997.570 2000.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21893,
'Bogota 1975 / Colombia East Central zone',
1600,
'projected',
4499,
Null,
4218,
18053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.110 1997.570 2000.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21894,
'Bogota 1975 / Colombia East',
1601,
'projected',
4499,
Null,
4218,
18054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.110 1997.570 2000.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21896,
'Bogota 1975 / Colombia West zone',
1598,
'projected',
4530,
Null,
4218,
18051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by MAGNA-SIRGAS / Colombia West zone (CRS code 3114).',
'',
'OGP',
TO_DATE('2005-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21897,
'Bogota 1975 / Colombia Bogota zone',
1599,
'projected',
4530,
Null,
4218,
18052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by MAGNA-SIRGAS / Colombia Bogota zone (CRS code 3116).',
'',
'OGP',
TO_DATE('2005-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21898,
'Bogota 1975 / Colombia East Central zone',
1600,
'projected',
4530,
Null,
4218,
18053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by MAGNA-SIRGAS / Colombia East Central zone (CRS code 3117).',
'',
'OGP',
TO_DATE('2005-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 21899,
'Bogota 1975 / Colombia East',
1601,
'projected',
4530,
Null,
4218,
18054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by MAGNA-SIRGAS / Colombia East zone (CRS code 3118).',
'',
'OGP',
TO_DATE('2005-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22032,
'Camacupa / UTM zone 32S',
1606,
'projected',
4400,
Null,
4220,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'1997.580',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22033,
'Camacupa / UTM zone 33S',
1607,
'projected',
4400,
Null,
4220,
16133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-11-13'),
'1997.580',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22091,
'Camacupa / TM 11.30 SE',
1605,
'projected',
4400,
Null,
4220,
16611,
Null,
Null,
'Oil exploration by Esso Angola offshore blocks 15 and 24.',
'',
'Esso Angola',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22092,
'Camacupa / TM 12 SE',
1604,
'projected',
4400,
Null,
4220,
16612,
Null,
Null,
'Oil exploration by Shell Angola for offshore blocks 1 and 16 and by BP Amoco, Elf and Esso for offshore blocks 31-33.',
'',
'Shell Angola',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22171,
'POSGAR 98 / Argentina 1',
1608,
'projected',
4530,
Null,
4190,
18031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 1 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22172,
'POSGAR 98 / Argentina 2',
1609,
'projected',
4530,
Null,
4190,
18032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 2 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22173,
'POSGAR 98 / Argentina 3',
1610,
'projected',
4530,
Null,
4190,
18033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 3 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22174,
'POSGAR 98 / Argentina 4',
1611,
'projected',
4530,
Null,
4190,
18034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 4 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22175,
'POSGAR 98 / Argentina 5',
1612,
'projected',
4530,
Null,
4190,
18035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 5 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22176,
'POSGAR 98 / Argentina 6',
1613,
'projected',
4530,
Null,
4190,
18036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 6 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22177,
'POSGAR 98 / Argentina 7',
1614,
'projected',
4530,
Null,
4190,
18037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces POSGAR 94 / Argentina 7 for many practical purposes, but at this time the older system remains the official system.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22181,
'POSGAR 94 / Argentina 1',
1608,
'projected',
4530,
Null,
4694,
18031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 1 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22182,
'POSGAR 94 / Argentina 2',
1609,
'projected',
4530,
Null,
4694,
18032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 2 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22183,
'POSGAR 94 / Argentina 3',
1610,
'projected',
4530,
Null,
4694,
18033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 3 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22184,
'POSGAR 94 / Argentina 4',
1611,
'projected',
4530,
Null,
4694,
18034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 4 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22185,
'POSGAR 94 / Argentina 5',
1612,
'projected',
4530,
Null,
4694,
18035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 5 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22186,
'POSGAR 94 / Argentina 6',
1613,
'projected',
4530,
Null,
4694,
18036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 6 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22187,
'POSGAR 94 / Argentina 7',
1614,
'projected',
4530,
Null,
4694,
18037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Legally adopted in May 1997. Replaced by POSGAR 98 / Argentina 7 for many practical purposes.',
'Total Argentina.',
'OGP',
TO_DATE('2010-03-31'),
'2009.094',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22191,
'Campo Inchauspe / Argentina 1',
1608,
'projected',
4530,
Null,
4221,
18031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22192,
'Campo Inchauspe / Argentina 2',
1609,
'projected',
4530,
Null,
4221,
18032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22193,
'Campo Inchauspe / Argentina 3',
1610,
'projected',
4530,
Null,
4221,
18033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22194,
'Campo Inchauspe / Argentina 4',
1611,
'projected',
4530,
Null,
4221,
18034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22195,
'Campo Inchauspe / Argentina 5',
1612,
'projected',
4530,
Null,
4221,
18035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22196,
'Campo Inchauspe / Argentina 6',
1613,
'projected',
4530,
Null,
4221,
18036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22197,
'Campo Inchauspe / Argentina 7',
1614,
'projected',
4530,
Null,
4221,
18037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-06-22'),
'1999.720 2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22234,
'Cape / UTM zone 34S',
1615,
'projected',
4400,
Null,
4222,
16134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-12-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22235,
'Cape / UTM zone 35S',
1617,
'projected',
4400,
Null,
4222,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-12-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22236,
'Cape / UTM zone 36S',
1616,
'projected',
4400,
Null,
4222,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-12-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22275,
'Cape / Lo15',
1454,
'projected',
6503,
Null,
4222,
17515,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22277,
'Cape / Lo17',
1455,
'projected',
6503,
Null,
4222,
17517,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22279,
'Cape / Lo19',
1456,
'projected',
6503,
Null,
4222,
17519,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22281,
'Cape / Lo21',
1457,
'projected',
6503,
Null,
4222,
17521,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22283,
'Cape / Lo23',
1458,
'projected',
6503,
Null,
4222,
17523,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22285,
'Cape / Lo25',
1459,
'projected',
6503,
Null,
4222,
17525,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22287,
'Cape / Lo27',
1460,
'projected',
6503,
Null,
4222,
17527,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22289,
'Cape / Lo29',
1461,
'projected',
6503,
Null,
4222,
17529,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22291,
'Cape / Lo31',
1462,
'projected',
6503,
Null,
4222,
17531,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22293,
'Cape / Lo33',
1463,
'projected',
6503,
Null,
4222,
17533,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'Directorate of Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1999.980 2000.040 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22300,
'Carthage (Paris) / Tunisia Mining Grid',
1618,
'projected',
4406,
Null,
4816,
19937,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'CAUTION: Carthage datum did not exist when the 1953 decree was issued and an inference is that grid should be applied to the Voirol 1875 geogCRS. Common practice assumes that the current Tunisian geodetic datum of Carthage applies.',
'',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22332,
'Carthage / UTM zone 32N',
1489,
'projected',
4400,
Null,
4223,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22391,
'Carthage / Nord Tunisie',
1619,
'projected',
4499,
Null,
4223,
18181,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22392,
'Carthage / Sud Tunisie',
1620,
'projected',
4499,
Null,
4223,
18182,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22521,
'Corrego Alegre / UTM zone 21S',
3355,
'projected',
4400,
Null,
4225,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SAD69 / UTM zone 21S.',
'OGP',
'OGP',
TO_DATE('2005-12-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22522,
'Corrego Alegre / UTM zone 22S',
3176,
'projected',
4400,
Null,
4225,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SAD69 / UTM zone 22S.',
'OGP',
'OGP',
TO_DATE('2005-12-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22523,
'Corrego Alegre / UTM zone 23S',
3177,
'projected',
4400,
Null,
4225,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SAD69 / UTM zone 23S.',
'IBGE',
'OGP',
TO_DATE('2005-12-30'),
'2005.841',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22524,
'Corrego Alegre / UTM zone 24S',
1818,
'projected',
4400,
Null,
4225,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SAD69 / UTM zone 24S.',
'IBGE',
'OGP',
TO_DATE('2005-12-30'),
'2005.841',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22525,
'Corrego Alegre / UTM zone 25S',
3178,
'projected',
4400,
Null,
4225,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SAD69 / UTM zone 25S.',
'OGP',
'OGP',
TO_DATE('2005-12-30'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22700,
'Deir ez Zor / Levant Zone',
1623,
'projected',
4499,
Null,
4227,
19940,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Deir ez Zor / Syria Lambert (EPSG code 22770) from 1973.',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22770,
'Deir ez Zor / Syria Lambert',
1623,
'projected',
4499,
Null,
4227,
19948,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Deir ez Zor / Levant zone (EPSG code 22700) from 1973.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22780,
'Deir ez Zor / Levant Stereographic',
1623,
'projected',
4499,
Null,
4227,
19949,
Null,
Null,
'Used prior to World War II for cadastral and large scale topographic mapping.',
'',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22832,
'Douala / UTM zone 32N',
1060,
'projected',
4400,
Null,
4228,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22991,
'Egypt 1907 / Blue Belt',
1642,
'projected',
4400,
Null,
4229,
18071,
Null,
Null,
'Military topographic mapping. Oil industry usually uses Egypt 1907 / Red Belt rather than this projected CRS.',
'Also known as Egypt 1907 / Green Belt.',
'',
'OGP',
TO_DATE('2002-07-16'),
'2002.490',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22992,
'Egypt 1907 / Red Belt',
1643,
'projected',
4400,
Null,
4229,
18072,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See also Egypt 1907 / Blue Belt for non oil industry usage in Sinai peninsula.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22993,
'Egypt 1907 / Purple Belt',
1644,
'projected',
4400,
Null,
4229,
18073,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 22994,
'Egypt 1907 / Extended Purple Belt',
1645,
'projected',
4400,
Null,
4229,
18074,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23028,
'ED50 / UTM zone 28N',
1631,
'projected',
4400,
Null,
4230,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23029,
'ED50 / UTM zone 29N',
1632,
'projected',
4400,
Null,
4230,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23030,
'ED50 / UTM zone 30N',
1633,
'projected',
4400,
Null,
4230,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23031,
'ED50 / UTM zone 31N',
1634,
'projected',
4400,
Null,
4230,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23032,
'ED50 / UTM zone 32N',
1635,
'projected',
4400,
Null,
4230,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23033,
'ED50 / UTM zone 33N',
1636,
'projected',
4400,
Null,
4230,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23034,
'ED50 / UTM zone 34N',
1637,
'projected',
4400,
Null,
4230,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23035,
'ED50 / UTM zone 35N',
1638,
'projected',
4400,
Null,
4230,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23036,
'ED50 / UTM zone 36N',
1639,
'projected',
4400,
Null,
4230,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23037,
'ED50 / UTM zone 37N',
1640,
'projected',
4400,
Null,
4230,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23038,
'ED50 / UTM zone 38N',
1641,
'projected',
4400,
Null,
4230,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23090,
'ED50 / TM 0 N',
1629,
'projected',
4400,
Null,
4230,
16400,
Null,
Null,
'Used by Shell UK for UKCS North Sea oil exploration and production.',
'',
'Shell UK',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23095,
'ED50 / TM 5 NE',
1630,
'projected',
4400,
Null,
4230,
16405,
Null,
Null,
'Used by NAM for Dutch Sector of the North Sea oil exploration and production.',
'',
'NAM',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23239,
'Fahud / UTM zone 39N',
1544,
'projected',
4400,
Null,
4232,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Since 1993 replaced by PSD93 / UTM zone 39N projCRS (code 3439). Maximum differences to Fahud adjustment are 20 metres.',
'',
'OGP',
TO_DATE('2004-04-07'),
'2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23240,
'Fahud / UTM zone 40N',
1545,
'projected',
4400,
Null,
4232,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Since 1993 replaced by PSD93 / UTM zone 40N projCRS (code 3440). Maximum differences to Fahud adjustment are 20 metres.',
'',
'OGP',
TO_DATE('2004-04-07'),
'2004.210',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23433,
'Garoua / UTM zone 33N',
1060,
'projected',
4400,
Null,
4234,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23700,
'HD72 / EOV',
1119,
'projected',
4498,
Null,
4237,
19931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23830,
'DGN95 / Indonesia TM-3 zone 46.2',
1647,
'projected',
4499,
Null,
4755,
17432,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23831,
'DGN95 / Indonesia TM-3 zone 47.1',
3510,
'projected',
4499,
Null,
4755,
17433,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23832,
'DGN95 / Indonesia TM-3 zone 47.2',
3511,
'projected',
4499,
Null,
4755,
17434,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23833,
'DGN95 / Indonesia TM-3 zone 48.1',
3512,
'projected',
4499,
Null,
4755,
17435,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23834,
'DGN95 / Indonesia TM-3 zone 48.2',
3513,
'projected',
4499,
Null,
4755,
17436,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23835,
'DGN95 / Indonesia TM-3 zone 49.1',
3514,
'projected',
4499,
Null,
4755,
17437,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23836,
'DGN95 / Indonesia TM-3 zone 49.2',
3515,
'projected',
4499,
Null,
4755,
17438,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23837,
'DGN95 / Indonesia TM-3 zone 50.1',
3516,
'projected',
4499,
Null,
4755,
17439,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23838,
'DGN95 / Indonesia TM-3 zone 50.2',
3517,
'projected',
4499,
Null,
4755,
17440,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23839,
'DGN95 / Indonesia TM-3 zone 51.1',
3518,
'projected',
4499,
Null,
4755,
17441,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23840,
'DGN95 / Indonesia TM-3 zone 51.2',
3519,
'projected',
4499,
Null,
4755,
17442,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23841,
'DGN95 / Indonesia TM-3 zone 52.1',
3520,
'projected',
4499,
Null,
4755,
17443,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23842,
'DGN95 / Indonesia TM-3 zone 52.2',
3521,
'projected',
4499,
Null,
4755,
17444,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23843,
'DGN95 / Indonesia TM-3 zone 53.1',
3522,
'projected',
4499,
Null,
4755,
17445,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23844,
'DGN95 / Indonesia TM-3 zone 53.2',
3523,
'projected',
4499,
Null,
4755,
17446,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23845,
'DGN95 / Indonesia TM-3 zone 54.1',
1663,
'projected',
4499,
Null,
4755,
17447,
Null,
Null,
'Land use and cadastre.',
'Used by BPN for large scale (1:10,000 and greater) land use mapping.',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23846,
'ID74 / UTM zone 46N',
1647,
'projected',
4400,
Null,
4238,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 46N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 1995.200 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23847,
'ID74 / UTM zone 47N',
1649,
'projected',
4400,
Null,
4238,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 47N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23848,
'ID74 / UTM zone 48N',
1651,
'projected',
4400,
Null,
4238,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 48N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23849,
'ID74 / UTM zone 49N',
1653,
'projected',
4400,
Null,
4238,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 49N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23850,
'ID74 / UTM zone 50N',
1655,
'projected',
4400,
Null,
4238,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 50N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23851,
'ID74 / UTM zone 51N',
1657,
'projected',
4400,
Null,
4238,
16051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 51N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23852,
'ID74 / UTM zone 52N',
1659,
'projected',
4400,
Null,
4238,
16052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 52N.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23853,
'ID74 / UTM zone 53N',
1661,
'projected',
4400,
Null,
4238,
16053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-07-21'),
'1995.193',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23866,
'DGN95 / UTM zone 46N',
1647,
'projected',
4400,
Null,
4755,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 46N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23867,
'DGN95 / UTM zone 47N',
1649,
'projected',
4400,
Null,
4755,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 47N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23868,
'DGN95 / UTM zone 48N',
1651,
'projected',
4400,
Null,
4755,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 48N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23869,
'DGN95 / UTM zone 49N',
1653,
'projected',
4400,
Null,
4755,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 49N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23870,
'DGN95 / UTM zone 50N',
1655,
'projected',
4400,
Null,
4755,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 50N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23871,
'DGN95 / UTM zone 51N',
1657,
'projected',
4400,
Null,
4755,
16051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 51N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23872,
'DGN95 / UTM zone 52N',
1659,
'projected',
4400,
Null,
4755,
16052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 52N.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23877,
'DGN95 / UTM zone 47S',
1650,
'projected',
4400,
Null,
4755,
16147,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 47S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23878,
'DGN95 / UTM zone 48S',
1652,
'projected',
4400,
Null,
4755,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 48S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23879,
'DGN95 / UTM zone 49S',
1654,
'projected',
4400,
Null,
4755,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 49S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23880,
'DGN95 / UTM zone 50S',
1656,
'projected',
4400,
Null,
4755,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 50S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23881,
'DGN95 / UTM zone 51S',
1658,
'projected',
4400,
Null,
4755,
16151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 51S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23882,
'DGN95 / UTM zone 52S',
1660,
'projected',
4400,
Null,
4755,
16152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 52S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23883,
'DGN95 / UTM zone 53S',
1662,
'projected',
4400,
Null,
4755,
16153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 53S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23884,
'DGN95 / UTM zone 54S',
1663,
'projected',
4400,
Null,
4755,
16154,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces ID74 / UTM zone 54S.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23886,
'ID74 / UTM zone 46S',
1648,
'projected',
4400,
Null,
4238,
16146,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-08-08'),
'1995.193 1995.200',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23887,
'ID74 / UTM zone 47S',
1650,
'projected',
4400,
Null,
4238,
16147,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 47S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23888,
'ID74 / UTM zone 48S',
1652,
'projected',
4400,
Null,
4238,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 48S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23889,
'ID74 / UTM zone 49S',
1654,
'projected',
4400,
Null,
4238,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 49S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23890,
'ID74 / UTM zone 50S',
1656,
'projected',
4400,
Null,
4238,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 50S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23891,
'ID74 / UTM zone 51S',
1658,
'projected',
4400,
Null,
4238,
16151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 51S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23892,
'ID74 / UTM zone 52S',
1660,
'projected',
4400,
Null,
4238,
16152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 52S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23893,
'ID74 / UTM zone 53S',
1662,
'projected',
4400,
Null,
4238,
16153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 53S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23894,
'ID74 / UTM zone 54S',
1663,
'projected',
4400,
Null,
4238,
16154,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by DGN95 / UTM zone 54S.',
'',
'OGP',
TO_DATE('2006-08-25'),
'1995.193 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23946,
'Indian 1954 / UTM zone 46N',
1664,
'projected',
4400,
Null,
4239,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1998-06-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23947,
'Indian 1954 / UTM zone 47N',
1665,
'projected',
4400,
Null,
4239,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 23948,
'Indian 1954 / UTM zone 48N',
1666,
'projected',
4400,
Null,
4239,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24047,
'Indian 1975 / UTM zone 47N',
1667,
'projected',
4400,
Null,
4240,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24048,
'Indian 1975 / UTM zone 48N',
1666,
'projected',
4400,
Null,
4240,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24100,
'Jamaica 1875 / Jamaica (Old Grid)',
3342,
'projected',
4403,
Null,
4241,
19909,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JAD69 / Jamaica National Grid (CRS code 24200).',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24200,
'JAD69 / Jamaica National Grid',
3342,
'projected',
4400,
Null,
4242,
19910,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaces Jamaica 1875 / Jamaica (Old Grid) (CRS code 24100). Replaced by JAD2001 / Jamaica Metric Grid (CRS code 3448).',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2007-01-19'),
'2004.510 2007.001',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24305,
'Kalianpur 1937 / UTM zone 45N',
1674,
'projected',
4400,
Null,
4144,
16045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24306,
'Kalianpur 1937 / UTM zone 46N',
1675,
'projected',
4400,
Null,
4144,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24311,
'Kalianpur 1962 / UTM zone 41N',
1687,
'projected',
4400,
Null,
4145,
16041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24312,
'Kalianpur 1962 / UTM zone 42N',
1688,
'projected',
4400,
Null,
4145,
16042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24313,
'Kalianpur 1962 / UTM zone 43N',
1689,
'projected',
4400,
Null,
4145,
16043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24342,
'Kalianpur 1975 / UTM zone 42N',
1679,
'projected',
4400,
Null,
4146,
16042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24343,
'Kalianpur 1975 / UTM zone 43N',
1680,
'projected',
4400,
Null,
4146,
16043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24344,
'Kalianpur 1975 / UTM zone 44N',
1681,
'projected',
4400,
Null,
4146,
16044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24345,
'Kalianpur 1975 / UTM zone 45N',
1682,
'projected',
4400,
Null,
4146,
16045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24346,
'Kalianpur 1975 / UTM zone 46N',
1683,
'projected',
4400,
Null,
4146,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24347,
'Kalianpur 1975 / UTM zone 47N',
1684,
'projected',
4400,
Null,
4146,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24370,
'Kalianpur 1880 / India zone 0',
1668,
'projected',
4408,
Null,
4243,
18110,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24371,
'Kalianpur 1880 / India zone I',
1669,
'projected',
4408,
Null,
4243,
18111,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24372,
'Kalianpur 1880 / India zone IIa',
1670,
'projected',
4408,
Null,
4243,
18112,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24373,
'Kalianpur 1880 / India zone III',
1672,
'projected',
4408,
Null,
4243,
18114,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24374,
'Kalianpur 1880 / India zone IV',
1673,
'projected',
4408,
Null,
4243,
18116,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24375,
'Kalianpur 1937 / India zone IIb',
1041,
'projected',
4400,
Null,
4144,
18238,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by Bangladesh since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and Benoit''s 1895 British inch-metre ratio of 39.370115 rounded as Ind ft = 0.30479841m exactly.',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24376,
'Kalianpur 1962 / India zone I',
1685,
'projected',
4400,
Null,
4145,
18236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by Pakistan since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24377,
'Kalianpur 1962 / India zone IIa',
1686,
'projected',
4400,
Null,
4145,
18237,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by Pakistan since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded by G.Bomford with slight error as Ind ft = 0.3047996m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24378,
'Kalianpur 1975 / India zone I',
1676,
'projected',
4400,
Null,
4146,
18231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by India since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24379,
'Kalianpur 1975 / India zone IIa',
1677,
'projected',
4400,
Null,
4146,
18232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by India since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24380,
'Kalianpur 1975 / India zone IIb',
1678,
'projected',
4400,
Null,
4146,
18235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by India since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24381,
'Kalianpur 1975 / India zone III',
1672,
'projected',
4400,
Null,
4146,
18233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by India since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24382,
'Kalianpur 1880 / India zone IIb',
1671,
'projected',
4408,
Null,
4243,
18113,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24383,
'Kalianpur 1975 / India zone IV',
1673,
'projected',
4400,
Null,
4146,
18234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by India since metrication. Metric conversion applies A.R.Clarke''s Indian foot-British foot ratio of 0.99999566 and J.S.Clark''s 1865 British inch-metre ratio of 39.369971 rounded as 1 Ind ft = 0.3047995m exactly.',
'',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 2007.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24500,
'Kertau 1968 / Singapore Grid',
1210,
'projected',
4400,
Null,
4245,
19920,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For cadastral purposes, replaced by SVY21 / Singapore TM (CRS code 3414) from August 2004.',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-10-13'),
'2006.251 2006.891',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24547,
'Kertau 1968 / UTM zone 47N',
1691,
'projected',
4400,
Null,
4245,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-07-24'),
'2006.251',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24548,
'Kertau 1968 / UTM zone 48N',
1692,
'projected',
4400,
Null,
4245,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-07-24'),
'1995.192 2006.251',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24571,
'Kertau / R.S.O. Malaya (ch)',
1690,
'projected',
4401,
Null,
4245,
19935,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Adopts metric conversion of 39.370113 inches per metre.',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24600,
'KOC Lambert',
3267,
'projected',
4400,
Null,
4246,
19906,
Null,
Null,
'Oil industry exploration (but not production - see Ain el Abd / UTM zone 38N, code 20438).',
'Used by KOC for exploration but not engineering (see Ain el Abd / UTM zone 38N, code 20438).',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.055',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24718,
'La Canoa / UTM zone 18N',
1693,
'projected',
4400,
Null,
4247,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes referred to as PSAD56 / UTM zone 18N.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24719,
'La Canoa / UTM zone 19N',
1694,
'projected',
4400,
Null,
4247,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes referred to as PSAD56 / UTM zone 19N.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24720,
'La Canoa / UTM zone 20N',
1695,
'projected',
4400,
Null,
4247,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sometimes referred to as PSAD56 / UTM zone 20N.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24817,
'PSAD56 / UTM zone 17N',
3112,
'projected',
4400,
Null,
4248,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-07-01'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24818,
'PSAD56 / UTM zone 18N',
1756,
'projected',
4400,
Null,
4248,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Venezuela also known as La Canoa / UTM zone 18N.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24819,
'PSAD56 / UTM zone 19N',
1758,
'projected',
4400,
Null,
4248,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Venezuela also known as La Canoa / UTM zone 19N.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24820,
'PSAD56 / UTM zone 20N',
1760,
'projected',
4400,
Null,
4248,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Venezuela also known as La Canoa / UTM zone 20N.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24821,
'PSAD56 / UTM zone 21N',
1762,
'projected',
4400,
Null,
4248,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24877,
'PSAD56 / UTM zone 17S',
1755,
'projected',
4400,
Null,
4248,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24878,
'PSAD56 / UTM zone 18S',
1757,
'projected',
4400,
Null,
4248,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24879,
'PSAD56 / UTM zone 19S',
1759,
'projected',
4400,
Null,
4248,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24880,
'PSAD56 / UTM zone 20S',
1761,
'projected',
4400,
Null,
4248,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24881,
'PSAD56 / UTM zone 21S',
1761,
'projected',
4400,
Null,
4248,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-07-01'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24882,
'PSAD56 / UTM zone 22S',
1754,
'projected',
4400,
Null,
4248,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24891,
'PSAD56 / Peru west zone',
1753,
'projected',
4499,
Null,
4248,
18161,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24892,
'PSAD56 / Peru central zone',
1752,
'projected',
4499,
Null,
4248,
18162,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 24893,
'PSAD56 / Peru east zone',
1751,
'projected',
4499,
Null,
4248,
18163,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25000,
'Leigon / Ghana Metre Grid',
1104,
'projected',
4400,
Null,
4250,
19904,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced Accra / Ghana National Grid (code 2136) in 1978.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25231,
'Lome / UTM zone 31N',
1232,
'projected',
4400,
Null,
4252,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25391,
'Luzon 1911 / Philippines zone I',
1698,
'projected',
4499,
Null,
4253,
18171,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by PRS92 / Philippines zone 1 (CRS code 3121).',
'',
'OGP',
TO_DATE('2004-12-24'),
'2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25392,
'Luzon 1911 / Philippines zone II',
1699,
'projected',
4499,
Null,
4253,
18172,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by PRS92 / Philippines zone 2 (CRS code 3122).',
'',
'OGP',
TO_DATE('2004-12-24'),
'2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25393,
'Luzon 1911 / Philippines zone III',
1700,
'projected',
4499,
Null,
4253,
18173,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by PRS92 / Philippines zone 3 (CRS code 3123).',
'',
'OGP',
TO_DATE('2004-12-24'),
'2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25394,
'Luzon 1911 / Philippines zone IV',
1701,
'projected',
4499,
Null,
4253,
18174,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by PRS92 / Philippines zone 4 (CRS code 3124).',
'',
'OGP',
TO_DATE('2004-12-24'),
'2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25395,
'Luzon 1911 / Philippines zone V',
1702,
'projected',
4499,
Null,
4253,
18175,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by PRS92 / Philippines zone 5 (CRS code 3125).',
'',
'OGP',
TO_DATE('2004-12-24'),
'2004.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25700,
'Makassar (Jakarta) / NEIEZ',
1316,
'projected',
4499,
Null,
4804,
19905,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25828,
'ETRS89 / UTM zone 28N',
2122,
'projected',
4400,
Null,
4258,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25829,
'ETRS89 / UTM zone 29N',
2123,
'projected',
4400,
Null,
4258,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25830,
'ETRS89 / UTM zone 30N',
2124,
'projected',
4400,
Null,
4258,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25831,
'ETRS89 / UTM zone 31N',
2125,
'projected',
4400,
Null,
4258,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25832,
'ETRS89 / UTM zone 32N',
2126,
'projected',
4400,
Null,
4258,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25833,
'ETRS89 / UTM zone 33N',
2127,
'projected',
4400,
Null,
4258,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2009-06-02'),
'1999.110 2000.720 2008.045 2009.014',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25834,
'ETRS89 / UTM zone 34N',
2128,
'projected',
4400,
Null,
4258,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25835,
'ETRS89 / UTM zone 35N',
2129,
'projected',
4400,
Null,
4258,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25836,
'ETRS89 / UTM zone 36N',
2130,
'projected',
4400,
Null,
4258,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25837,
'ETRS89 / UTM zone 37N',
2131,
'projected',
4400,
Null,
4258,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25838,
'ETRS89 / UTM zone 38N',
2132,
'projected',
4400,
Null,
4258,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used as synonyms.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1999.110 2000.720',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25884,
'ETRS89 / TM Baltic93',
1646,
'projected',
4530,
Null,
4258,
19939,
Null,
Null,
'Medium and small scale topographic mapping and engineering survey.',
'Used as a common coordinate system for the Baltic states and for medium and small scale mapping since 1993. For large scale applications see CRS codes 3300-01 (Estonia), 3059 (Latvia) and 2600 (Lituania).',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'1999.110 2000.720 2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 25932,
'Malongo 1987 / UTM zone 32S',
3180,
'projected',
4400,
Null,
4259,
16132,
Null,
Null,
'Oil industry offshore exploration and production from 1987.',
'Replaced Mhast (offshore) / UTM zone 32S (CRS code 3354) in 1987. References to "Mhast" since 1987 often should have stated "Malongo 1987".',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-06'),
'2005.751',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26191,
'Merchich / Nord Maroc',
1703,
'projected',
4499,
Null,
4261,
18131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'2002.640',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26192,
'Merchich / Sud Maroc',
2787,
'projected',
4499,
Null,
4261,
18132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'2002.640',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26193,
'Merchich / Sahara',
1705,
'projected',
4499,
Null,
4261,
18133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26194,
'Merchich / Sahara Nord',
2788,
'projected',
4499,
Null,
4261,
18134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26195,
'Merchich / Sahara Sud',
2789,
'projected',
4499,
Null,
4261,
18135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26237,
'Massawa / UTM zone 37N',
1089,
'projected',
4400,
Null,
4262,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26331,
'Minna / UTM zone 31N',
1716,
'projected',
4400,
Null,
4263,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26332,
'Minna / UTM zone 32N',
1717,
'projected',
4400,
Null,
4263,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26391,
'Minna / Nigeria West Belt',
1715,
'projected',
4400,
Null,
4263,
18151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26392,
'Minna / Nigeria Mid Belt',
1714,
'projected',
4400,
Null,
4263,
18152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26393,
'Minna / Nigeria East Belt',
1713,
'projected',
4400,
Null,
4263,
18153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26432,
'Mhast / UTM zone 32S',
1318,
'projected',
4400,
Null,
4264,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26591,
'Monte Mario (Rome) / Italy zone 1',
1718,
'projected',
4499,
Null,
4806,
18121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26592,
'Monte Mario (Rome) / Italy zone 2',
1719,
'projected',
4499,
Null,
4806,
18122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26632,
'M''poraloko / UTM zone 32N',
1696,
'projected',
4400,
Null,
4266,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26692,
'M''poraloko / UTM zone 32S',
1697,
'projected',
4400,
Null,
4266,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26701,
'NAD27 / UTM zone 1N',
3374,
'projected',
4400,
Null,
4267,
16001,
Null,
Null,
'Medium scale topographic mapping.',
'',
'US Geological Survey',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26702,
'NAD27 / UTM zone 2N',
3375,
'projected',
4400,
Null,
4267,
16002,
Null,
Null,
'Medium scale topographic mapping.',
'',
'US Geological Survey',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26703,
'NAD27 / UTM zone 3N',
2133,
'projected',
4400,
Null,
4267,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26704,
'NAD27 / UTM zone 4N',
2134,
'projected',
4400,
Null,
4267,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26705,
'NAD27 / UTM zone 5N',
2135,
'projected',
4400,
Null,
4267,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26706,
'NAD27 / UTM zone 6N',
2136,
'projected',
4400,
Null,
4267,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26707,
'NAD27 / UTM zone 7N',
2137,
'projected',
4400,
Null,
4267,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26708,
'NAD27 / UTM zone 8N',
2138,
'projected',
4400,
Null,
4267,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26709,
'NAD27 / UTM zone 9N',
2139,
'projected',
4400,
Null,
4267,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26710,
'NAD27 / UTM zone 10N',
2140,
'projected',
4400,
Null,
4267,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26711,
'NAD27 / UTM zone 11N',
2141,
'projected',
4400,
Null,
4267,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Mexico, replaced by Mexican Datum of 1993 / UTM zone 11N (code 4484). In Canada and USA, replaced by NAD83 / UTM zone 11N (code 26911).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26712,
'NAD27 / UTM zone 12N',
2142,
'projected',
4400,
Null,
4267,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Mexico, replaced by Mexican Datum of 1993 / UTM zone 12N (code 4485). In Canada and USA, replaced by NAD83 / UTM zone 12N (code 26912).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26713,
'NAD27 / UTM zone 13N',
2143,
'projected',
4400,
Null,
4267,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Mexico, replaced by Mexican Datum of 1993 / UTM zone 13N (code 4484). In Canada and USA, replaced by NAD83 / UTM zone 13N (code 26913).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26714,
'NAD27 / UTM zone 14N',
2144,
'projected',
4400,
Null,
4267,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See NAD27 / BLM 14N (ftUS) (code 32064) for non-metric equivalent used in US Gulf of Mexico. In Mexico, replaced by Mexicand Datum of 1993 / UTM zone 14N (code 4487). In Canada and USA, replaced by NAD83 / UTM zone 14N (code 26914).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26715,
'NAD27 / UTM zone 15N',
2145,
'projected',
4400,
Null,
4267,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD27(76) / UTM 15N (code 2027) in Ontario, by NAD83 / UTM 15N (code 26915) elsewhere in Canada \& USA, \& by Mexican Datum of 1993 / UTM 15N (code 4488) in Mexico. See NAD27 / BLM 15N (ftUS) (code 32065) for ftUS equivalent used in US GoM.',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26716,
'NAD27 / UTM zone 16N',
2146,
'projected',
4400,
Null,
4267,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD27(76) / UTM 16N (code 2028) in Ontario, by NAD83 / UTM 16N (code 26916) elsewhere in Canada and USA, and by Mexican Datum of 1993 / UTM 16N (code 4489) in Mexico. See NAD27 / BLM 16N (ftUS) (code 32066) for ftUS equivalent used in US GoM.',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26717,
'NAD27 / UTM zone 17N',
2147,
'projected',
4400,
Null,
4267,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Ontario replaced by NAD27(76) / UTM zone 17N (code 2029). In Quebec replaced by NAD27(CGQ77) / UTM zone 17N (code 2031). See NAD27 / BLM 17N (feet) (code 32067) for non-metric equivalent used in US Gulf of Mexico.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26718,
'NAD27 / UTM zone 18N',
2148,
'projected',
4400,
Null,
4267,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Ontario replaced by NAD27(76) / UTM zone 18N (code 2030). In Quebec replaced by NAD27(CGQ77) / UTM zone 18N (code 2032).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26719,
'NAD27 / UTM zone 19N',
2149,
'projected',
4400,
Null,
4267,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Quebec replaced by NAD27(CGQ77) / UTM zone 19N (code 2033).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26720,
'NAD27 / UTM zone 20N',
2150,
'projected',
4400,
Null,
4267,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Quebec replaced by NAD27(CGQ77) / UTM zone 20N (code 2034).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26721,
'NAD27 / UTM zone 21N',
2151,
'projected',
4400,
Null,
4267,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Quebec replaced by NAD27(CGQ77) / UTM zone 21N (code 2035).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26722,
'NAD27 / UTM zone 22N',
2152,
'projected',
4400,
Null,
4267,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26729,
'NAD27 / Alabama East',
2154,
'projected',
4497,
Null,
4267,
10101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26730,
'NAD27 / Alabama West',
2155,
'projected',
4497,
Null,
4267,
10102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26731,
'NAD27 / Alaska zone 1',
2156,
'projected',
4497,
Null,
4267,
15001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26732,
'NAD27 / Alaska zone 2',
2158,
'projected',
4497,
Null,
4267,
15002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26733,
'NAD27 / Alaska zone 3',
2159,
'projected',
4497,
Null,
4267,
15003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26734,
'NAD27 / Alaska zone 4',
2160,
'projected',
4497,
Null,
4267,
15004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26735,
'NAD27 / Alaska zone 5',
2161,
'projected',
4497,
Null,
4267,
15005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26736,
'NAD27 / Alaska zone 6',
2162,
'projected',
4497,
Null,
4267,
15006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26737,
'NAD27 / Alaska zone 7',
2163,
'projected',
4497,
Null,
4267,
15007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26738,
'NAD27 / Alaska zone 8',
2164,
'projected',
4497,
Null,
4267,
15008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26739,
'NAD27 / Alaska zone 9',
2165,
'projected',
4497,
Null,
4267,
15009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26740,
'NAD27 / Alaska zone 10',
2157,
'projected',
4497,
Null,
4267,
15010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26741,
'NAD27 / California zone I',
2175,
'projected',
4497,
Null,
4267,
10401,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26742,
'NAD27 / California zone II',
2176,
'projected',
4497,
Null,
4267,
10402,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26743,
'NAD27 / California zone III',
2177,
'projected',
4497,
Null,
4267,
10403,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26744,
'NAD27 / California zone IV',
2178,
'projected',
4497,
Null,
4267,
10404,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26745,
'NAD27 / California zone V',
2179,
'projected',
4497,
Null,
4267,
10405,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26746,
'NAD27 / California zone VI',
2180,
'projected',
4497,
Null,
4267,
10406,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26747,
'NAD27 / California zone VII',
2181,
'projected',
4497,
Null,
4267,
10407,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26748,
'NAD27 / Arizona East',
2167,
'projected',
4497,
Null,
4267,
10201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.250 2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26749,
'NAD27 / Arizona Central',
2166,
'projected',
4497,
Null,
4267,
10202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-08-22'),
'1995.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26750,
'NAD27 / Arizona West',
2168,
'projected',
4497,
Null,
4267,
10203,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.250 2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26751,
'NAD27 / Arkansas North',
2169,
'projected',
4497,
Null,
4267,
10301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26752,
'NAD27 / Arkansas South',
2170,
'projected',
4497,
Null,
4267,
10302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26753,
'NAD27 / Colorado North',
2184,
'projected',
4497,
Null,
4267,
10501,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26754,
'NAD27 / Colorado Central',
2183,
'projected',
4497,
Null,
4267,
10502,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26755,
'NAD27 / Colorado South',
2185,
'projected',
4497,
Null,
4267,
10503,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26756,
'NAD27 / Connecticut',
1377,
'projected',
4497,
Null,
4267,
10600,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26757,
'NAD27 / Delaware',
1378,
'projected',
4497,
Null,
4267,
10700,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26758,
'NAD27 / Florida East',
2186,
'projected',
4497,
Null,
4267,
10901,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26759,
'NAD27 / Florida West',
2188,
'projected',
4497,
Null,
4267,
10902,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26760,
'NAD27 / Florida North',
2187,
'projected',
4497,
Null,
4267,
10903,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26766,
'NAD27 / Georgia East',
2189,
'projected',
4497,
Null,
4267,
11001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26767,
'NAD27 / Georgia West',
2190,
'projected',
4497,
Null,
4267,
11002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26768,
'NAD27 / Idaho East',
2192,
'projected',
4497,
Null,
4267,
11101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26769,
'NAD27 / Idaho Central',
2191,
'projected',
4497,
Null,
4267,
11102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26770,
'NAD27 / Idaho West',
2193,
'projected',
4497,
Null,
4267,
11103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26771,
'NAD27 / Illinois East',
2194,
'projected',
4497,
Null,
4267,
11201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26772,
'NAD27 / Illinois West',
2195,
'projected',
4497,
Null,
4267,
11202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26773,
'NAD27 / Indiana East',
2196,
'projected',
4497,
Null,
4267,
11301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26774,
'NAD27 / Indiana West',
2197,
'projected',
4497,
Null,
4267,
11302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26775,
'NAD27 / Iowa North',
2198,
'projected',
4497,
Null,
4267,
11401,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26776,
'NAD27 / Iowa South',
2199,
'projected',
4497,
Null,
4267,
11402,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26777,
'NAD27 / Kansas North',
2200,
'projected',
4497,
Null,
4267,
11501,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26778,
'NAD27 / Kansas South',
2201,
'projected',
4497,
Null,
4267,
11502,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26779,
'NAD27 / Kentucky North',
2202,
'projected',
4497,
Null,
4267,
11601,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26780,
'NAD27 / Kentucky South',
2203,
'projected',
4497,
Null,
4267,
11602,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26781,
'NAD27 / Louisiana North',
2204,
'projected',
4497,
Null,
4267,
11701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26782,
'NAD27 / Louisiana South',
2205,
'projected',
4497,
Null,
4267,
11702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26783,
'NAD27 / Maine East',
2206,
'projected',
4497,
Null,
4267,
11801,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Maine Coordinate System of 1983.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'2000.091 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26784,
'NAD27 / Maine West',
2207,
'projected',
4497,
Null,
4267,
11802,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Maine Coordinate System of 1983.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'2000.091 2008.006',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26785,
'NAD27 / Maryland',
1389,
'projected',
4497,
Null,
4267,
11900,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26786,
'NAD27 / Massachusetts Mainland',
2209,
'projected',
4497,
Null,
4267,
12001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26787,
'NAD27 / Massachusetts Island',
2208,
'projected',
4497,
Null,
4267,
12002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26791,
'NAD27 / Minnesota North',
2214,
'projected',
4497,
Null,
4267,
12201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26792,
'NAD27 / Minnesota Central',
2213,
'projected',
4497,
Null,
4267,
12202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26793,
'NAD27 / Minnesota South',
2215,
'projected',
4497,
Null,
4267,
12203,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26794,
'NAD27 / Mississippi East',
2216,
'projected',
4497,
Null,
4267,
12301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26795,
'NAD27 / Mississippi West',
2217,
'projected',
4497,
Null,
4267,
12302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26796,
'NAD27 / Missouri East',
2219,
'projected',
4497,
Null,
4267,
12401,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26797,
'NAD27 / Missouri Central',
2218,
'projected',
4497,
Null,
4267,
12402,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26798,
'NAD27 / Missouri West',
2220,
'projected',
4497,
Null,
4267,
12403,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26799,
'NAD27 / California zone VII',
2181,
'projected',
4497,
Null,
4267,
10408,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-07-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26801,
'NAD Michigan / Michigan East',
1720,
'projected',
4497,
Null,
4268,
12101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).',
'',
'OGP',
TO_DATE('2005-05-21'),
'1995.250 1997.192 1998.220 2000.091 2005.240',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26802,
'NAD Michigan / Michigan Old Central',
1721,
'projected',
4497,
Null,
4268,
12102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD Michigan / Michigan Central and South zones (CRS codes 26812 and 26813).',
'',
'OGP',
TO_DATE('2005-05-21'),
'1995.250 1997.192 1998.220 2005.240',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26803,
'NAD Michigan / Michigan West',
3652,
'projected',
4497,
Null,
4268,
12103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD Michigan / Michigan North zone (CRS code 26811).',
'',
'OGP',
TO_DATE('2009-07-29'),
'1995.250 1997.192 1998.220 2000.091 2005.240 2009.057',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26811,
'NAD Michigan / Michigan North',
1723,
'projected',
4497,
Null,
4268,
12111,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD Michigan / Michigan North zone (CRS code 26803).',
'',
'OGP',
TO_DATE('2005-05-21'),
'1996.280 1998.220 2005.240',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26812,
'NAD Michigan / Michigan Central',
1724,
'projected',
4497,
Null,
4268,
12112,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD Michigan / Michigan Central and South zones (CRS codes 26801-02).',
'',
'OGP',
TO_DATE('2005-05-21'),
'1996.280 1997.191 1998.220 2005.240',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26813,
'NAD Michigan / Michigan South',
1725,
'projected',
4497,
Null,
4268,
12113,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD Michigan / Michigan North zone (CRS code 26803).',
'',
'OGP',
TO_DATE('2005-05-21'),
'1996.280 1997.191 1998.220 2005.240',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26814,
'NAD83 / Maine East (ftUS)',
2206,
'projected',
4499,
Null,
4269,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26983. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26815,
'NAD83 / Maine West (ftUS)',
2207,
'projected',
4499,
Null,
4269,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26984. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26819,
'NAD83 / Minnesota North (ftUS)',
2214,
'projected',
4499,
Null,
4269,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26991. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26820,
'NAD83 / Minnesota Central (ftUS)',
2213,
'projected',
4499,
Null,
4269,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26992. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26821,
'NAD83 / Minnesota South (ftUS)',
2215,
'projected',
4499,
Null,
4269,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26993. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26822,
'NAD83 / Nebraska (ftUS)',
1396,
'projected',
4499,
Null,
4269,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32104. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26823,
'NAD83 / West Virginia North (ftUS)',
2264,
'projected',
4499,
Null,
4269,
14733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32150. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26824,
'NAD83 / West Virginia South (ftUS)',
2265,
'projected',
4499,
Null,
4269,
14734,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32151. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26825,
'NAD83(HARN) / Maine East (ftUS)',
2206,
'projected',
4499,
Null,
4152,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2802. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26826,
'NAD83(HARN) / Maine West (ftUS)',
2207,
'projected',
4499,
Null,
4152,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2803. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26830,
'NAD83(HARN) / Minnesota North (ftUS)',
2214,
'projected',
4499,
Null,
4152,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2810. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26831,
'NAD83(HARN) / Minnesota Central (ftUS)',
2213,
'projected',
4499,
Null,
4152,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2811. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26832,
'NAD83(HARN) / Minnesota South (ftUS)',
2215,
'projected',
4499,
Null,
4152,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2812. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26833,
'NAD83(HARN) / Nebraska (ftUS)',
1396,
'projected',
4499,
Null,
4152,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2819. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26834,
'NAD83(HARN) / West Virginia North (ftUS)',
2264,
'projected',
4499,
Null,
4152,
14733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2857. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26835,
'NAD83(HARN) / West Virginia South (ftUS)',
2265,
'projected',
4499,
Null,
4152,
14734,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2858. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26836,
'NAD83(NSRS2007) / Maine East (ftUS)',
2206,
'projected',
4499,
Null,
4759,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3557. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26837,
'NAD83(NSRS2007) / Maine West (ftUS)',
2207,
'projected',
4499,
Null,
4759,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3558. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26841,
'NAD83(NSRS2007) / Minnesota North (ftUS)',
2214,
'projected',
4499,
Null,
4759,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3595. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26842,
'NAD83(NSRS2007) / Minnesota Central (ftUS)',
2213,
'projected',
4499,
Null,
4759,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3594. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26843,
'NAD83(NSRS2007) / Minnesota South (ftUS)',
2215,
'projected',
4499,
Null,
4759,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3596. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26844,
'NAD83(NSRS2007) / Nebraska (ftUS)',
1396,
'projected',
4499,
Null,
4759,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3606. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26845,
'NAD83(NSRS2007) / West Virginia North (ftUS)',
2264,
'projected',
4499,
Null,
4759,
14733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3693. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26846,
'NAD83(NSRS2007) / West Virginia South (ftUS)',
2265,
'projected',
4499,
Null,
4759,
14734,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3694. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26847,
'NAD83 / Maine East (ftUS)',
2206,
'projected',
4497,
Null,
4269,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26983. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26848,
'NAD83 / Maine West (ftUS)',
2207,
'projected',
4497,
Null,
4269,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26984. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26849,
'NAD83 / Minnesota North (ftUS)',
2214,
'projected',
4497,
Null,
4269,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26991. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26850,
'NAD83 / Minnesota Central (ftUS)',
2213,
'projected',
4497,
Null,
4269,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26992. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26851,
'NAD83 / Minnesota South (ftUS)',
2215,
'projected',
4497,
Null,
4269,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 26993. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26852,
'NAD83 / Nebraska (ftUS)',
1396,
'projected',
4497,
Null,
4269,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32104. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26853,
'NAD83 / West Virginia North (ftUS)',
2264,
'projected',
4497,
Null,
4269,
14735,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32150. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26854,
'NAD83 / West Virginia South (ftUS)',
2265,
'projected',
4497,
Null,
4269,
14736,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 32151. For applications with an accuracy of better than 3ft, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26855,
'NAD83(HARN) / Maine East (ftUS)',
2206,
'projected',
4497,
Null,
4152,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2802. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26856,
'NAD83(HARN) / Maine West (ftUS)',
2207,
'projected',
4497,
Null,
4152,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2803. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26857,
'NAD83(HARN) / Minnesota North (ftUS)',
2214,
'projected',
4497,
Null,
4152,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2810. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26858,
'NAD83(HARN) / Minnesota Central (ftUS)',
2213,
'projected',
4497,
Null,
4152,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2811. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26859,
'NAD83(HARN) / Minnesota South (ftUS)',
2215,
'projected',
4497,
Null,
4152,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2812. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26860,
'NAD83(HARN) / Nebraska (ftUS)',
1396,
'projected',
4497,
Null,
4152,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2819. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26861,
'NAD83(HARN) / West Virginia North (ftUS)',
2264,
'projected',
4497,
Null,
4152,
14735,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2857. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26862,
'NAD83(HARN) / West Virginia South (ftUS)',
2265,
'projected',
4497,
Null,
4152,
14736,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 2858. Replaces NAD83 / SPCS for applications with an accuracy of better than 3ft. Replaced by NAD83(NSRS2007) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26863,
'NAD83(NSRS2007) / Maine East (ftUS)',
2206,
'projected',
4497,
Null,
4759,
11833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3557. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26864,
'NAD83(NSRS2007) / Maine West (ftUS)',
2207,
'projected',
4497,
Null,
4759,
11834,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3558. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26865,
'NAD83(NSRS2007) / Minnesota North (ftUS)',
2214,
'projected',
4497,
Null,
4759,
12234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3595. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26866,
'NAD83(NSRS2007) / Minnesota Central (ftUS)',
2213,
'projected',
4497,
Null,
4759,
12235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3594. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26867,
'NAD83(NSRS2007) / Minnesota South (ftUS)',
2215,
'projected',
4497,
Null,
4759,
12236,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3596. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26868,
'NAD83(NSRS2007) / Nebraska (ftUS)',
1396,
'projected',
4497,
Null,
4759,
15396,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3606. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26869,
'NAD83(NSRS2007) / West Virginia North (ftUS)',
2264,
'projected',
4497,
Null,
4759,
14735,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3693. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26870,
'NAD83(NSRS2007) / West Virginia South (ftUS)',
2265,
'projected',
4497,
Null,
4759,
14736,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines use of US survey feet. Federal definition is metric - see code 3694. Replaces NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26891,
'NAD83(CSRS) / MTM zone 11',
1432,
'projected',
4400,
Null,
4617,
17711,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26892,
'NAD83(CSRS) / MTM zone 12',
1433,
'projected',
4400,
Null,
4617,
17712,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26893,
'NAD83(CSRS) / MTM zone 13',
1434,
'projected',
4400,
Null,
4617,
17713,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26894,
'NAD83(CSRS) / MTM zone 14',
1435,
'projected',
4400,
Null,
4617,
17714,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26895,
'NAD83(CSRS) / MTM zone 15',
1436,
'projected',
4400,
Null,
4617,
17715,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26896,
'NAD83(CSRS) / MTM zone 16',
1437,
'projected',
4400,
Null,
4617,
17716,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26897,
'NAD83(CSRS) / MTM zone 17',
1438,
'projected',
4400,
Null,
4617,
17717,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26898,
'NAD83(CSRS) / MTM zone 1',
2226,
'projected',
4496,
Null,
4617,
17701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26899,
'NAD83(CSRS) / MTM zone 2',
2227,
'projected',
4496,
Null,
4617,
17702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('2008-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26901,
'NAD83 / UTM zone 1N',
3374,
'projected',
4400,
Null,
4269,
16001,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces NAD27 / UTM zone 1N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 1N.',
'US Geological Survey',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26902,
'NAD83 / UTM zone 2N',
3375,
'projected',
4400,
Null,
4269,
16002,
Null,
Null,
'Medium scale topographic mapping.',
'Replaces NAD27 / UTM zone 2N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 2N.',
'US Geological Survey',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26903,
'NAD83 / UTM zone 3N',
2133,
'projected',
4400,
Null,
4269,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 3N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 3N.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26904,
'NAD83 / UTM zone 4N',
3489,
'projected',
4400,
Null,
4269,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 4N in Alaska and Old Hawaii / UTM zone 4N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 4N in Alaska and NAD83(HARN) UTM zone 4N in Hawaii.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26905,
'NAD83 / UTM zone 5N',
3492,
'projected',
4400,
Null,
4269,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 5N in Alaska and Old Hawaii / UTM zone 5N in Hawaii. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 5N in Alaska and NAD83(HARN) UTM zone 5N in Hawaii.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26906,
'NAD83 / UTM zone 6N',
2136,
'projected',
4400,
Null,
4269,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 6N. For accuracies better than 1m replaced by NAD83(NSRS) / UTM zone 6N.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26907,
'NAD83 / UTM zone 7N',
2137,
'projected',
4400,
Null,
4269,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 7N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 7N in Canada and NAD83(NSRS2007) / UTM zone 7N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26908,
'NAD83 / UTM zone 8N',
2138,
'projected',
4400,
Null,
4269,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 8N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 8N in Canada and NAD83(NSRS2007) / UTM zone 8N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26909,
'NAD83 / UTM zone 9N',
2139,
'projected',
4400,
Null,
4269,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 9N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 9N in Canada and NAD83(NSRS2007) / UTM zone 9N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26910,
'NAD83 / UTM zone 10N',
2140,
'projected',
4400,
Null,
4269,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 10N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 10N in Canada and NAD83(HARN) / UTM zone 10N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26911,
'NAD83 / UTM zone 11N',
3404,
'projected',
4400,
Null,
4269,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 11N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 11N in Canada and NAD83(HARN) / UTM zone 11N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.464 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26912,
'NAD83 / UTM zone 12N',
3405,
'projected',
4400,
Null,
4269,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 12N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 12N in Canada and NAD83(HARN) / UTM zone 12N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.464 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26913,
'NAD83 / UTM zone 13N',
3406,
'projected',
4400,
Null,
4269,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 13N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 13N in Canada and NAD83(HARN) / UTM zone 13N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.464 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26914,
'NAD83 / UTM zone 14N',
3407,
'projected',
4400,
Null,
4269,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 14N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 14N in Canada and NAD83(HARN) / UTM zone 14N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.464 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26915,
'NAD83 / UTM zone 15N',
3114,
'projected',
4400,
Null,
4269,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 15N in Canada and NAD83(HARN) / UTM zone 15N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.392 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26916,
'NAD83 / UTM zone 16N',
3115,
'projected',
4400,
Null,
4269,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 15N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 16N in Canada and NAD83(HARN) / UTM zone 16N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.392 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26917,
'NAD83 / UTM zone 17N',
3116,
'projected',
4400,
Null,
4269,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 17N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 17N in Canada and NAD83(HARN) / UTM zone 17N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.392 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26918,
'NAD83 / UTM zone 18N',
3117,
'projected',
4400,
Null,
4269,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 18N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 18N in Canada and NAD83(HARN) / UTM zone 18N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.392 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26919,
'NAD83 / UTM zone 19N',
3419,
'projected',
4400,
Null,
4269,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 19N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 19N in Canada and NAD83(HARN) / UTM zone 19N in US.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2006.464 2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26920,
'NAD83 / UTM zone 20N',
3420,
'projected',
4400,
Null,
4269,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Canada, replaces NAD27 / UTM zone 20N (CRS code 26720); for accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 20N(CRS code 2961). In BVI, replaces Puerto Rico / UTM zone 20N (CRS code 3920).',
'',
'OGP',
TO_DATE('2009-09-05'),
'2006.464 2007.037 2009.064',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26921,
'NAD83 / UTM zone 21N',
2151,
'projected',
4400,
Null,
4269,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 21N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 21N.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26922,
'NAD83 / UTM zone 22N',
2152,
'projected',
4400,
Null,
4269,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces NAD27 / UTM zone 22N. For accuracies better than 1m replaced by NAD83(CSRS) / UTM zone 22N.',
'',
'OGP',
TO_DATE('2007-05-29'),
'2007.037',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26923,
'NAD83 / UTM zone 23N',
2153,
'projected',
4400,
Null,
4269,
16023,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26929,
'NAD83 / Alabama East',
2154,
'projected',
4499,
Null,
4269,
10131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26930,
'NAD83 / Alabama West',
2155,
'projected',
4499,
Null,
4269,
10132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26931,
'NAD83 / Alaska zone 1',
2156,
'projected',
4499,
Null,
4269,
15031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26932,
'NAD83 / Alaska zone 2',
2158,
'projected',
4499,
Null,
4269,
15032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26933,
'NAD83 / Alaska zone 3',
2159,
'projected',
4499,
Null,
4269,
15033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26934,
'NAD83 / Alaska zone 4',
2160,
'projected',
4499,
Null,
4269,
15034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26935,
'NAD83 / Alaska zone 5',
2161,
'projected',
4499,
Null,
4269,
15035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26936,
'NAD83 / Alaska zone 6',
2162,
'projected',
4499,
Null,
4269,
15036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26937,
'NAD83 / Alaska zone 7',
2163,
'projected',
4499,
Null,
4269,
15037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26938,
'NAD83 / Alaska zone 8',
2164,
'projected',
4499,
Null,
4269,
15038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26939,
'NAD83 / Alaska zone 9',
2165,
'projected',
4499,
Null,
4269,
15039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26940,
'NAD83 / Alaska zone 10',
2157,
'projected',
4499,
Null,
4269,
15040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26941,
'NAD83 / California zone 1',
2175,
'projected',
4499,
Null,
4269,
10431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2225 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26942,
'NAD83 / California zone 2',
2176,
'projected',
4499,
Null,
4269,
10432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2226 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26943,
'NAD83 / California zone 3',
2177,
'projected',
4499,
Null,
4269,
10433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2227 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26944,
'NAD83 / California zone 4',
2178,
'projected',
4499,
Null,
4269,
10434,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2228 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26945,
'NAD83 / California zone 5',
2182,
'projected',
4499,
Null,
4269,
10435,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2229 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26946,
'NAD83 / California zone 6',
2180,
'projected',
4499,
Null,
4269,
10436,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2230 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26948,
'NAD83 / Arizona East',
2167,
'projected',
4499,
Null,
4269,
10231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2222 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26949,
'NAD83 / Arizona Central',
2166,
'projected',
4499,
Null,
4269,
10232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2223 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26950,
'NAD83 / Arizona West',
2168,
'projected',
4499,
Null,
4269,
10233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2224 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26951,
'NAD83 / Arkansas North',
2169,
'projected',
4499,
Null,
4269,
10331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3433 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26952,
'NAD83 / Arkansas South',
2170,
'projected',
4499,
Null,
4269,
10332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3434 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26953,
'NAD83 / Colorado North',
2184,
'projected',
4499,
Null,
4269,
10531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2231 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26954,
'NAD83 / Colorado Central',
2183,
'projected',
4499,
Null,
4269,
10532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2232 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26955,
'NAD83 / Colorado South',
2185,
'projected',
4499,
Null,
4269,
10533,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2233 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26956,
'NAD83 / Connecticut',
1377,
'projected',
4499,
Null,
4269,
10630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2234 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26957,
'NAD83 / Delaware',
1378,
'projected',
4499,
Null,
4269,
10730,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2235 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26958,
'NAD83 / Florida East',
2186,
'projected',
4499,
Null,
4269,
10931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2236 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26959,
'NAD83 / Florida West',
2188,
'projected',
4499,
Null,
4269,
10932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2237 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26960,
'NAD83 / Florida North',
2187,
'projected',
4499,
Null,
4269,
10933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2238 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26961,
'NAD83 / Hawaii zone 1',
1546,
'projected',
4499,
Null,
4269,
15131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26962,
'NAD83 / Hawaii zone 2',
1547,
'projected',
4499,
Null,
4269,
15132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26963,
'NAD83 / Hawaii zone 3',
1548,
'projected',
4499,
Null,
4269,
15133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26964,
'NAD83 / Hawaii zone 4',
1549,
'projected',
4499,
Null,
4269,
15134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26965,
'NAD83 / Hawaii zone 5',
1550,
'projected',
4499,
Null,
4269,
15135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26966,
'NAD83 / Georgia East',
2189,
'projected',
4499,
Null,
4269,
11031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2239 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26967,
'NAD83 / Georgia West',
2190,
'projected',
4499,
Null,
4269,
11032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2240 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26968,
'NAD83 / Idaho East',
2192,
'projected',
4499,
Null,
4269,
11131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2241 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26969,
'NAD83 / Idaho Central',
2191,
'projected',
4499,
Null,
4269,
11132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2242 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26970,
'NAD83 / Idaho West',
2193,
'projected',
4499,
Null,
4269,
11133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2243 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26971,
'NAD83 / Illinois East',
2194,
'projected',
4499,
Null,
4269,
11231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3435 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26972,
'NAD83 / Illinois West',
2195,
'projected',
4499,
Null,
4269,
11232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3436 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26973,
'NAD83 / Indiana East',
2196,
'projected',
4499,
Null,
4269,
11331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2965 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2002-10-13'),
'2000.091 2002.770',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26974,
'NAD83 / Indiana West',
2197,
'projected',
4499,
Null,
4269,
11332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2966 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2002-10-13'),
'2000.091 2002.770',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26975,
'NAD83 / Iowa North',
2198,
'projected',
4499,
Null,
4269,
11431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3417 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26976,
'NAD83 / Iowa South',
2199,
'projected',
4499,
Null,
4269,
11432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3418 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26977,
'NAD83 / Kansas North',
2200,
'projected',
4499,
Null,
4269,
11531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3419 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26978,
'NAD83 / Kansas South',
2201,
'projected',
4499,
Null,
4269,
11532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3420 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26979,
'NAD83 / Kentucky North',
2202,
'projected',
4499,
Null,
4269,
11631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26980,
'NAD83 / Kentucky South',
2203,
'projected',
4499,
Null,
4269,
11632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2247 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26981,
'NAD83 / Louisiana North',
2204,
'projected',
4499,
Null,
4269,
11731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3451 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26982,
'NAD83 / Louisiana South',
2529,
'projected',
4499,
Null,
4269,
11732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3452 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'2006.392',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26983,
'NAD83 / Maine East',
2206,
'projected',
4499,
Null,
4269,
11831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26847 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2000.091 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26984,
'NAD83 / Maine West',
2207,
'projected',
4499,
Null,
4269,
11832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26848 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2008-05-28'),
'2000.091 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26985,
'NAD83 / Maryland',
1389,
'projected',
4499,
Null,
4269,
11930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2248 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26986,
'NAD83 / Massachusetts Mainland',
2209,
'projected',
4499,
Null,
4269,
12031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2249 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26987,
'NAD83 / Massachusetts Island',
2208,
'projected',
4499,
Null,
4269,
12032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2250 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26988,
'NAD83 / Michigan North',
1723,
'projected',
4499,
Null,
4269,
12141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2251 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26989,
'NAD83 / Michigan Central',
1724,
'projected',
4499,
Null,
4269,
12142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2252 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26990,
'NAD83 / Michigan South',
1725,
'projected',
4499,
Null,
4269,
12143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2253 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26991,
'NAD83 / Minnesota North',
2214,
'projected',
4499,
Null,
4269,
12231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26849 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26992,
'NAD83 / Minnesota Central',
2213,
'projected',
4499,
Null,
4269,
12232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26850 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26993,
'NAD83 / Minnesota South',
2215,
'projected',
4499,
Null,
4269,
12233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 26851 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-05-28'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26994,
'NAD83 / Mississippi East',
2216,
'projected',
4499,
Null,
4269,
12331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2254 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26995,
'NAD83 / Mississippi West',
2217,
'projected',
4499,
Null,
4269,
12332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2255 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26996,
'NAD83 / Missouri East',
2219,
'projected',
4499,
Null,
4269,
12431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26997,
'NAD83 / Missouri Central',
2218,
'projected',
4499,
Null,
4269,
12432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 26998,
'NAD83 / Missouri West',
2220,
'projected',
4499,
Null,
4269,
12433,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27037,
'Nahrwan 1967 / UTM zone 37N',
3387,
'projected',
4400,
Null,
4270,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 37N (projCRS code 3391).',
'',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27038,
'Nahrwan 1967 / UTM zone 38N',
3386,
'projected',
4400,
Null,
4270,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 38N (projCRS code 3392).',
'',
'OGP',
TO_DATE('2006-06-02'),
'2006.340',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27039,
'Nahrwan 1967 / UTM zone 39N',
1749,
'projected',
4400,
Null,
4270,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Iraq, replaces Nahrwan 1934 / Iraq zone (projCRS code 3394) and replaced by Karbala 1979 (Polservice) / UTM zone 39N (projCRS code 3393).',
'',
'OGP',
TO_DATE('2006-06-02'),
'1996.120 2006.340',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27040,
'Nahrwan 1967 / UTM zone 40N',
1750,
'projected',
4400,
Null,
4270,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27120,
'Naparima 1972 / UTM zone 20N',
1322,
'projected',
4400,
Null,
4271,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.351',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27200,
'NZGD49 / New Zealand Map Grid',
3285,
'projected',
4400,
Null,
4272,
19917,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces 27291 (NZGD49 / North Island Grid) and 27292 (NZGD49 / South Island Grid) from 1972. NZGD2000 / New Zealand Transverse Mercator 2000 from July 2001.',
'LINZ',
'OGP',
TO_DATE('2008-04-04'),
'2000.702 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27205,
'NZGD49 / Mount Eden Circuit',
1500,
'projected',
4500,
Null,
4272,
17901,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Eden 2000 (code 2105) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2007.088 2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27206,
'NZGD49 / Bay of Plenty Circuit',
1500,
'projected',
4500,
Null,
4272,
17902,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bay of Plenty 2000 (code 2106) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27207,
'NZGD49 / Poverty Bay Circuit',
1500,
'projected',
4500,
Null,
4272,
17903,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Poverty Bay 2000 (code 2107) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27208,
'NZGD49 / Hawkes Bay Circuit',
1500,
'projected',
4500,
Null,
4272,
17904,
Null,
Null,
'Cadastral survey.',
'Replaced Hawkes Bay 1931 datum with Imperial measure version of projection in 1972. Replaced by NZGD2000 / Hawkes Bay 2000 (code 2108) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27209,
'NZGD49 / Taranaki Circuit',
1500,
'projected',
4500,
Null,
4272,
17905,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Taranaki 2000 (code 2109) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27210,
'NZGD49 / Tuhirangi Circuit',
1500,
'projected',
4500,
Null,
4272,
17906,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Tuhirangi 2000 (code 2110) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27211,
'NZGD49 / Wanganui Circuit',
1500,
'projected',
4500,
Null,
4272,
17907,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wanganui 2000 (code 2111) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27212,
'NZGD49 / Wairarapa Circuit',
1500,
'projected',
4500,
Null,
4272,
17908,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wairarapa 2000 (code 2112) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27213,
'NZGD49 / Wellington Circuit',
1500,
'projected',
4500,
Null,
4272,
17909,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Wellington 2000 (code 2113) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27214,
'NZGD49 / Collingwood Circuit',
1501,
'projected',
4500,
Null,
4272,
17910,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Collingwood 2000 (code 2114) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27215,
'NZGD49 / Nelson Circuit',
1501,
'projected',
4500,
Null,
4272,
17911,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Nelson 2000 (code 2115) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27216,
'NZGD49 / Karamea Circuit',
1501,
'projected',
4500,
Null,
4272,
17912,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Karamea 2000 (code 2116) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27217,
'NZGD49 / Buller Circuit',
1501,
'projected',
4500,
Null,
4272,
17913,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Buller 2000 (code 2117) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27218,
'NZGD49 / Grey Circuit',
1501,
'projected',
4500,
Null,
4272,
17914,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Grey 2000 (code 2118) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27219,
'NZGD49 / Amuri Circuit',
1501,
'projected',
4500,
Null,
4272,
17915,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Amuri 2000 (code 2119) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27220,
'NZGD49 / Marlborough Circuit',
1501,
'projected',
4500,
Null,
4272,
17916,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Marlborough 2000 (code 2120) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27221,
'NZGD49 / Hokitika Circuit',
1501,
'projected',
4500,
Null,
4272,
17917,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Hokitika 2000 (code 2121) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27222,
'NZGD49 / Okarito Circuit',
1501,
'projected',
4500,
Null,
4272,
17918,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Okarito 2000 (code 2122) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27223,
'NZGD49 / Jacksons Bay Circuit',
1501,
'projected',
4500,
Null,
4272,
17919,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Jacksons Bay 2000 (code 2123) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27224,
'NZGD49 / Mount Pleasant Circuit',
1501,
'projected',
4500,
Null,
4272,
17920,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Pleasant 2000 (code 2124) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27225,
'NZGD49 / Gawler Circuit',
1501,
'projected',
4500,
Null,
4272,
17921,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Gawler 2000 (code 2125) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27226,
'NZGD49 / Timaru Circuit',
1501,
'projected',
4500,
Null,
4272,
17922,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Timaru 2000 (code 2126) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27227,
'NZGD49 / Lindis Peak Circuit',
1501,
'projected',
4500,
Null,
4272,
17923,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Lindis Peak 2000 (code 2127) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27228,
'NZGD49 / Mount Nicholas Circuit',
1501,
'projected',
4500,
Null,
4272,
17924,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount Nicholas 2000 (code 2128) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27229,
'NZGD49 / Mount York Circuit',
1501,
'projected',
4500,
Null,
4272,
17925,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Mount York 2000 (code 2129) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27230,
'NZGD49 / Observation Point Circuit',
1501,
'projected',
4500,
Null,
4272,
17926,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Observation Point 2000 (code 2130) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27231,
'NZGD49 / North Taieri Circuit',
1501,
'projected',
4500,
Null,
4272,
17927,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / North Taieri 2000 (code 2131) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27232,
'NZGD49 / Bluff Circuit',
1501,
'projected',
4500,
Null,
4272,
17928,
Null,
Null,
'Cadastral survey.',
'Replaced Imperial measure version in 1972. Replaced by NZGD2000 / Bluff 2000 (code 2132) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; 16 April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27258,
'NZGD49 / UTM zone 58S',
1502,
'projected',
4400,
Null,
4272,
16158,
Null,
Null,
'Oil exploration.',
'Replaced by NZGD2000 / UTM zone 58S (code 2133) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27259,
'NZGD49 / UTM zone 59S',
1503,
'projected',
4400,
Null,
4272,
16159,
Null,
Null,
'Oil exploration.',
'Replaced by NZGD2000 / UTM zone 59S (code 2134) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27260,
'NZGD49 / UTM zone 60S',
1504,
'projected',
4400,
Null,
4272,
16160,
Null,
Null,
'Oil exploration.',
'Replaced by NZGD2000 / UTM zone 60S (code 2135) from March 2000.',
'',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27291,
'NZGD49 / North Island Grid',
1500,
'projected',
4409,
Null,
4272,
18141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.231 2000.702',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27292,
'NZGD49 / South Island Grid',
3344,
'projected',
4409,
Null,
4272,
18142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Sears 1922 British foot-metre conversion factor applied to ellipsoid. Replaced by 27200 (GD49 / New Zealand Map Grid) in 1972.',
'',
'OGP',
TO_DATE('2000-10-19'),
'1997.231 2000.702',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27391,
'NGO 1948 (Oslo) / NGO zone I',
1741,
'projected',
4531,
Null,
4817,
18221,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 32N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27392,
'NGO 1948 (Oslo) / NGO zone II',
1742,
'projected',
4531,
Null,
4817,
18222,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 32N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27393,
'NGO 1948 (Oslo) / NGO zone III',
1743,
'projected',
4531,
Null,
4817,
18223,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 32N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27394,
'NGO 1948 (Oslo) / NGO zone IV',
1744,
'projected',
4531,
Null,
4817,
18224,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 32N and ETRF89 / UTM zone 33N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27395,
'NGO 1948 (Oslo) / NGO zone V',
1745,
'projected',
4531,
Null,
4817,
18225,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 33N and ETRF89 / UTM zone 34N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27396,
'NGO 1948 (Oslo) / NGO zone VI',
1746,
'projected',
4531,
Null,
4817,
18226,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 34N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27397,
'NGO 1948 (Oslo) / NGO zone VII',
1747,
'projected',
4531,
Null,
4817,
18227,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 34N and ETRF89 / UTM zone 35N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27398,
'NGO 1948 (Oslo) / NGO zone VIII',
1748,
'projected',
4531,
Null,
4817,
18228,
Null,
Null,
'Large (>1:50000) scale mapping and cadastral work.',
'To be phased out and replaced by ETRF89 / UTM zone 35N.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27429,
'Datum 73 / UTM zone 29N',
1294,
'projected',
4400,
Null,
4274,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27492,
'Datum 73 / Modified Portuguese Grid',
1294,
'projected',
4530,
Null,
4274,
19974,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27493,
'Datum 73 / Modified Portuguese Grid',
1294,
'projected',
4499,
Null,
4274,
19974,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'The projection parameters have been designed such that this CRS grid is almost the same as the Lisbon (Lisbon)/Portuguese Grid (CRS code 20791).',
'Geodetic Services Directorate, Instituto Geografico e Cadastral, Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27500,
'ATF (Paris) / Nord de Guerre',
1369,
'projected',
4499,
Null,
4901,
19903,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27561,
'NTF (Paris) / Lambert Nord France',
1731,
'projected',
4499,
Null,
4807,
18091,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NTF (Paris) / France zone I (code 27571) from 1972.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27562,
'NTF (Paris) / Lambert Centre France',
1732,
'projected',
4499,
Null,
4807,
18092,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NTF (Paris) / France zone II (code 27572) from 1972.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27563,
'NTF (Paris) / Lambert Sud France',
1733,
'projected',
4499,
Null,
4807,
18093,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NTF (Paris) / France zone III (code 27573) from 1972.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27564,
'NTF (Paris) / Lambert Corse',
1327,
'projected',
4499,
Null,
4807,
18094,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NTF (Paris) / France zone IV (code 27574) from 1972.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27571,
'NTF (Paris) / Lambert zone I',
1731,
'projected',
4499,
Null,
4807,
18081,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Replaces NTF (Paris) / Lambert Nord France (code 27561).',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27572,
'NTF (Paris) / Lambert zone II',
1734,
'projected',
4499,
Null,
4807,
18082,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Replaces NTF (Paris) / Lambert Centre France (code 27562).',
'',
'OGP',
TO_DATE('2005-05-27'),
'2004.566 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27573,
'NTF (Paris) / Lambert zone III',
1733,
'projected',
4499,
Null,
4807,
18083,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Replaces NTF (Paris) / Lambert Sud France (code 27563).',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27574,
'NTF (Paris) / Lambert zone IV',
1327,
'projected',
4499,
Null,
4807,
18084,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Replaces NTF (Paris) / Lambert Corse (code 27564).',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27581,
'NTF (Paris) / France I',
1731,
'projected',
4499,
Null,
4807,
18081,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Supersedes NTF / Nord France (code 27591).',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27582,
'NTF (Paris) / France II',
1734,
'projected',
4499,
Null,
4807,
18082,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Supersedes NTF / Centre France (code 27592).',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27583,
'NTF (Paris) / France III',
1733,
'projected',
4499,
Null,
4807,
18083,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Supersedes NTF / Sud France (code 27593).',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27584,
'NTF (Paris) / France IV',
1327,
'projected',
4499,
Null,
4807,
18084,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced 1972. Supersedes NTF / Corse (code 27594).',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27591,
'NTF (Paris) / Nord France',
1731,
'projected',
4499,
Null,
4807,
18091,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by NTF / France I (code 27581) from 1972.',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27592,
'NTF (Paris) / Centre France',
1732,
'projected',
4499,
Null,
4807,
18092,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by NTF / France II (code 27582) from 1972.',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27593,
'NTF (Paris) / Sud France',
1733,
'projected',
4499,
Null,
4807,
18093,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by NTF / France III (code 27583) from 1972.',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.260',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27594,
'NTF (Paris) / Corse',
1327,
'projected',
4499,
Null,
4807,
18094,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by NTF / France IV (code 27584) from 1972.',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 27700,
'OSGB 1936 / British National Grid',
1264,
'projected',
4400,
Null,
4277,
19916,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2005-05-27'),
'2003.010 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28191,
'Palestine 1923 / Palestine Grid',
1356,
'projected',
4400,
Null,
4281,
18201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28192,
'Palestine 1923 / Palestine Belt',
1356,
'projected',
4400,
Null,
4281,
18202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28193,
'Palestine 1923 / Israeli CS Grid',
2603,
'projected',
4400,
Null,
4281,
18203,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Israeli TM Grid (EPSG code 2039).',
'Survey of Israel.',
'OGP',
TO_DATE('2002-06-22'),
'2002.340',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28232,
'Pointe Noire / UTM zone 32S',
1072,
'projected',
4400,
Null,
4282,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2002.050',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28348,
'GDA94 / MGA zone 48',
1556,
'projected',
4400,
Null,
4283,
17348,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28349,
'GDA94 / MGA zone 49',
1557,
'projected',
4400,
Null,
4283,
17349,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28350,
'GDA94 / MGA zone 50',
1558,
'projected',
4400,
Null,
4283,
17350,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28351,
'GDA94 / MGA zone 51',
1559,
'projected',
4400,
Null,
4283,
17351,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28352,
'GDA94 / MGA zone 52',
1560,
'projected',
4400,
Null,
4283,
17352,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28353,
'GDA94 / MGA zone 53',
1561,
'projected',
4400,
Null,
4283,
17353,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28354,
'GDA94 / MGA zone 54',
1562,
'projected',
4400,
Null,
4283,
17354,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28355,
'GDA94 / MGA zone 55',
1563,
'projected',
4400,
Null,
4283,
17355,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28356,
'GDA94 / MGA zone 56',
1564,
'projected',
4400,
Null,
4283,
17356,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28357,
'GDA94 / MGA zone 57',
1565,
'projected',
4400,
Null,
4283,
17357,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28358,
'GDA94 / MGA zone 58',
1566,
'projected',
4400,
Null,
4283,
17358,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28402,
'Pulkovo 1942 / Gauss-Kruger zone 2',
1805,
'projected',
4530,
Null,
4284,
16202,
Null,
Null,
'Military mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 9E (code 2492).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28403,
'Pulkovo 1942 / Gauss-Kruger zone 3',
1792,
'projected',
4530,
Null,
4284,
16203,
Null,
Null,
'Military mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 15E (code 2493).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28404,
'Pulkovo 1942 / Gauss-Kruger zone 4',
1793,
'projected',
4530,
Null,
4284,
16204,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 21E (code 2494).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28405,
'Pulkovo 1942 / Gauss-Kruger zone 5',
1794,
'projected',
4530,
Null,
4284,
16205,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 27E (code 2495).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28406,
'Pulkovo 1942 / Gauss-Kruger zone 6',
1795,
'projected',
4530,
Null,
4284,
16206,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 33E (code 2496).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28407,
'Pulkovo 1942 / Gauss-Kruger zone 7',
1796,
'projected',
4530,
Null,
4284,
16207,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 39E (code 2497).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28408,
'Pulkovo 1942 / Gauss-Kruger zone 8',
1797,
'projected',
4530,
Null,
4284,
16208,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 45E (code 2498).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28409,
'Pulkovo 1942 / Gauss-Kruger zone 9',
1798,
'projected',
4530,
Null,
4284,
16209,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 51E (code 2499).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28410,
'Pulkovo 1942 / Gauss-Kruger zone 10',
1799,
'projected',
4530,
Null,
4284,
16210,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 57E (code 2500).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28411,
'Pulkovo 1942 / Gauss-Kruger zone 11',
1800,
'projected',
4530,
Null,
4284,
16211,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 63E (code 2501).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28412,
'Pulkovo 1942 / Gauss-Kruger zone 12',
1801,
'projected',
4530,
Null,
4284,
16212,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 69E (code 2502).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28413,
'Pulkovo 1942 / Gauss-Kruger zone 13',
1802,
'projected',
4530,
Null,
4284,
16213,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 75E (code 2503).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28414,
'Pulkovo 1942 / Gauss-Kruger zone 14',
1803,
'projected',
4530,
Null,
4284,
16214,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 81E (code 2504).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28415,
'Pulkovo 1942 / Gauss-Kruger zone 15',
1804,
'projected',
4530,
Null,
4284,
16215,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 87E (code 2505).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28416,
'Pulkovo 1942 / Gauss-Kruger zone 16',
1775,
'projected',
4530,
Null,
4284,
16216,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 93E (code 2506).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28417,
'Pulkovo 1942 / Gauss-Kruger zone 17',
1776,
'projected',
4530,
Null,
4284,
16217,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 99E (code 2507).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28418,
'Pulkovo 1942 / Gauss-Kruger zone 18',
1777,
'projected',
4530,
Null,
4284,
16218,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 105E (code 2508).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28419,
'Pulkovo 1942 / Gauss-Kruger zone 19',
1778,
'projected',
4530,
Null,
4284,
16219,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 111E (code 2509).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28420,
'Pulkovo 1942 / Gauss-Kruger zone 20',
1779,
'projected',
4530,
Null,
4284,
16220,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 117E (code 2510).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28421,
'Pulkovo 1942 / Gauss-Kruger zone 21',
1780,
'projected',
4530,
Null,
4284,
16221,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 123E (code 2511).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28422,
'Pulkovo 1942 / Gauss-Kruger zone 22',
1781,
'projected',
4530,
Null,
4284,
16222,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 129E (code 2512).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28423,
'Pulkovo 1942 / Gauss-Kruger zone 23',
1782,
'projected',
4530,
Null,
4284,
16223,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 135E (code 2513).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28424,
'Pulkovo 1942 / Gauss-Kruger zone 24',
1783,
'projected',
4530,
Null,
4284,
16224,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 141E (code 2514).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28425,
'Pulkovo 1942 / Gauss-Kruger zone 25',
1784,
'projected',
4530,
Null,
4284,
16225,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 147E (code 2515).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28426,
'Pulkovo 1942 / Gauss-Kruger zone 26',
1785,
'projected',
4530,
Null,
4284,
16226,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 153E (code 2516).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28427,
'Pulkovo 1942 / Gauss-Kruger zone 27',
1786,
'projected',
4530,
Null,
4284,
16227,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 159E (code 2517).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28428,
'Pulkovo 1942 / Gauss-Kruger zone 28',
1787,
'projected',
4530,
Null,
4284,
16228,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 165E (code 2518).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28429,
'Pulkovo 1942 / Gauss-Kruger zone 29',
1788,
'projected',
4530,
Null,
4284,
16229,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171E (code 2519).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28430,
'Pulkovo 1942 / Gauss-Kruger zone 30',
1789,
'projected',
4530,
Null,
4284,
16230,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177E (code 2520).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28431,
'Pulkovo 1942 / Gauss-Kruger zone 31',
1790,
'projected',
4530,
Null,
4284,
16231,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 177W (code 2521).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28432,
'Pulkovo 1942 / Gauss-Kruger zone 32',
1791,
'projected',
4530,
Null,
4284,
16232,
Null,
Null,
'Medium scale topographic mapping.',
'Also found with truncated fase easting - see Pulkovo 1942 / Gauss-Kruger CM 171W (code 2522).',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28462,
'Pulkovo 1942 / Gauss-Kruger 2N',
1805,
'projected',
4530,
Null,
4284,
16302,
Null,
Null,
'Truncated form of Gauss-Kruger zone 2',
'',
'',
'OGP',
TO_DATE('1998-06-30'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28463,
'Pulkovo 1942 / Gauss-Kruger 3N',
1792,
'projected',
4530,
Null,
4284,
16303,
Null,
Null,
'Military mapping.',
'Truncated form of Gauss-Kruger zone 3',
'',
'OGP',
TO_DATE('1998-06-30'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28464,
'Pulkovo 1942 / Gauss-Kruger 4N',
1793,
'projected',
4530,
Null,
4284,
16304,
Null,
Null,
'Military mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28465,
'Pulkovo 1942 / Gauss-Kruger 5N',
1794,
'projected',
4530,
Null,
4284,
16305,
Null,
Null,
'Truncated form of Gauss-Kruger zone 5',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28466,
'Pulkovo 1942 / Gauss-Kruger 6N',
1795,
'projected',
4530,
Null,
4284,
16306,
Null,
Null,
'Truncated form of Gauss-Kruger zone 6',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28467,
'Pulkovo 1942 / Gauss-Kruger 7N',
1796,
'projected',
4530,
Null,
4284,
16307,
Null,
Null,
'Truncated form of Gauss-Kruger zone 7',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28468,
'Pulkovo 1942 / Gauss-Kruger 8N',
1797,
'projected',
4530,
Null,
4284,
16308,
Null,
Null,
'Truncated form of Gauss-Kruger zone 8',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28469,
'Pulkovo 1942 / Gauss-Kruger 9N',
1798,
'projected',
4530,
Null,
4284,
16309,
Null,
Null,
'Truncated form of Gauss-Kruger zone 9',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28470,
'Pulkovo 1942 / Gauss-Kruger 10N',
1799,
'projected',
4530,
Null,
4284,
16310,
Null,
Null,
'Truncated form of Gauss-Kruger zone 10',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28471,
'Pulkovo 1942 / Gauss-Kruger 11N',
1800,
'projected',
4530,
Null,
4284,
16311,
Null,
Null,
'Truncated form of Gauss-Kruger zone 11',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28472,
'Pulkovo 1942 / Gauss-Kruger 12N',
1801,
'projected',
4530,
Null,
4284,
16312,
Null,
Null,
'Truncated form of Gauss-Kruger zone 12',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28473,
'Pulkovo 1942 / Gauss-Kruger 13N',
1802,
'projected',
4530,
Null,
4284,
16313,
Null,
Null,
'Truncated form of Gauss-Kruger zone 13',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28474,
'Pulkovo 1942 / Gauss-Kruger 14N',
1803,
'projected',
4530,
Null,
4284,
16314,
Null,
Null,
'Truncated form of Gauss-Kruger zone 14',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28475,
'Pulkovo 1942 / Gauss-Kruger 15N',
1804,
'projected',
4530,
Null,
4284,
16315,
Null,
Null,
'Truncated form of Gauss-Kruger zone 15',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28476,
'Pulkovo 1942 / Gauss-Kruger 16N',
1775,
'projected',
4530,
Null,
4284,
16316,
Null,
Null,
'Truncated form of Gauss-Kruger zone 16',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28477,
'Pulkovo 1942 / Gauss-Kruger 17N',
1776,
'projected',
4530,
Null,
4284,
16317,
Null,
Null,
'Truncated form of Gauss-Kruger zone 17',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28478,
'Pulkovo 1942 / Gauss-Kruger 18N',
1777,
'projected',
4530,
Null,
4284,
16318,
Null,
Null,
'Truncated form of Gauss-Kruger zone 18',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28479,
'Pulkovo 1942 / Gauss-Kruger 19N',
1778,
'projected',
4530,
Null,
4284,
16319,
Null,
Null,
'Truncated form of Gauss-Kruger zone 19',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28480,
'Pulkovo 1942 / Gauss-Kruger 20N',
1779,
'projected',
4530,
Null,
4284,
16320,
Null,
Null,
'Truncated form of Gauss-Kruger zone 20',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28481,
'Pulkovo 1942 / Gauss-Kruger 21N',
1780,
'projected',
4530,
Null,
4284,
16321,
Null,
Null,
'Truncated form of Gauss-Kruger zone 21',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28482,
'Pulkovo 1942 / Gauss-Kruger 22N',
1781,
'projected',
4530,
Null,
4284,
16322,
Null,
Null,
'Truncated form of Gauss-Kruger zone 22',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28483,
'Pulkovo 1942 / Gauss-Kruger 23N',
1782,
'projected',
4530,
Null,
4284,
16323,
Null,
Null,
'Truncated form of Gauss-Kruger zone 23',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28484,
'Pulkovo 1942 / Gauss-Kruger 24N',
1783,
'projected',
4530,
Null,
4284,
16324,
Null,
Null,
'Truncated form of Gauss-Kruger zone 24',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28485,
'Pulkovo 1942 / Gauss-Kruger 25N',
1784,
'projected',
4530,
Null,
4284,
16325,
Null,
Null,
'Truncated form of Gauss-Kruger zone 25',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28486,
'Pulkovo 1942 / Gauss-Kruger 26N',
1785,
'projected',
4530,
Null,
4284,
16326,
Null,
Null,
'Truncated form of Gauss-Kruger zone 26',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28487,
'Pulkovo 1942 / Gauss-Kruger 27N',
1786,
'projected',
4530,
Null,
4284,
16327,
Null,
Null,
'Truncated form of Gauss-Kruger zone 27',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28488,
'Pulkovo 1942 / Gauss-Kruger 28N',
1787,
'projected',
4530,
Null,
4284,
16328,
Null,
Null,
'Truncated form of Gauss-Kruger zone 28',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28489,
'Pulkovo 1942 / Gauss-Kruger 29N',
1788,
'projected',
4530,
Null,
4284,
16329,
Null,
Null,
'Truncated form of Gauss-Kruger zone 29',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28490,
'Pulkovo 1942 / Gauss-Kruger 30N',
1789,
'projected',
4530,
Null,
4284,
16330,
Null,
Null,
'Truncated form of Gauss-Kruger zone 30',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28491,
'Pulkovo 1942 / Gauss-Kruger 31N',
1790,
'projected',
4530,
Null,
4284,
16331,
Null,
Null,
'Truncated form of Gauss-Kruger zone 31',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28492,
'Pulkovo 1942 / Gauss-Kruger 32N',
1791,
'projected',
4530,
Null,
4284,
16332,
Null,
Null,
'Truncated form of Gauss-Kruger zone 32',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28600,
'Qatar 1974 / Qatar National Grid',
1346,
'projected',
4400,
Null,
4285,
19919,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2000-03-07'),
'2000.290',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28991,
'Amersfoort / RD Old',
1275,
'projected',
4499,
Null,
4289,
19913,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by 28992 (Amersfoort / RD New).',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.370',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 28992,
'Amersfoort / RD New',
1275,
'projected',
4499,
Null,
4289,
19914,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces 28991 (Amersfoort / RD Old).',
'',
'OGP',
TO_DATE('2005-05-27'),
'2000.370 2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29100,
'SAD69 / Brazil Polyconic',
1053,
'projected',
4499,
Null,
4291,
19941,
Null,
Null,
'Small scale mapping.',
'',
'PetroBras',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29101,
'SAD69 / Brazil Polyconic',
1053,
'projected',
4499,
Null,
4618,
19941,
Null,
Null,
'Small scale mapping.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'PetroBras',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29118,
'SAD69 / UTM zone 18N',
1807,
'projected',
4400,
Null,
4291,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.251. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29119,
'SAD69 / UTM zone 19N',
1809,
'projected',
4400,
Null,
4291,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29120,
'SAD69 / UTM zone 20N',
1811,
'projected',
4400,
Null,
4291,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29121,
'SAD69 / UTM zone 21N',
1813,
'projected',
4400,
Null,
4291,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29122,
'SAD69 / UTM zone 22N',
1815,
'projected',
4400,
Null,
4291,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29168,
'SAD69 / UTM zone 18N',
1825,
'projected',
4400,
Null,
4618,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29169,
'SAD69 / UTM zone 19N',
1827,
'projected',
4400,
Null,
4618,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29170,
'SAD69 / UTM zone 20N',
1829,
'projected',
4400,
Null,
4618,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29171,
'SAD69 / UTM zone 21N',
1831,
'projected',
4400,
Null,
4618,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29172,
'SAD69 / UTM zone 22N',
1815,
'projected',
4400,
Null,
4618,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29177,
'SAD69 / UTM zone 17S',
1806,
'projected',
4400,
Null,
4291,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29178,
'SAD69 / UTM zone 18S',
1808,
'projected',
4400,
Null,
4291,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29179,
'SAD69 / UTM zone 19S',
1810,
'projected',
4400,
Null,
4291,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29180,
'SAD69 / UTM zone 20S',
1812,
'projected',
4400,
Null,
4291,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29181,
'SAD69 / UTM zone 21S',
1814,
'projected',
4400,
Null,
4291,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29182,
'SAD69 / UTM zone 22S',
1816,
'projected',
4400,
Null,
4291,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29183,
'SAD69 / UTM zone 23S',
1817,
'projected',
4400,
Null,
4291,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29184,
'SAD69 / UTM zone 24S',
1818,
'projected',
4400,
Null,
4291,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29185,
'SAD69 / UTM zone 25S',
1819,
'projected',
4400,
Null,
4291,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision will not exceed 5 cm.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.252',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29187,
'SAD69 / UTM zone 17S',
1824,
'projected',
4400,
Null,
4618,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29188,
'SAD69 / UTM zone 18S',
1826,
'projected',
4400,
Null,
4618,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29189,
'SAD69 / UTM zone 19S',
1828,
'projected',
4400,
Null,
4618,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29190,
'SAD69 / UTM zone 20S',
1830,
'projected',
4400,
Null,
4618,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2005-07-01'),
'2005.144',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29191,
'SAD69 / UTM zone 21S',
1814,
'projected',
4400,
Null,
4618,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29192,
'SAD69 / UTM zone 22S',
1816,
'projected',
4400,
Null,
4618,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29193,
'SAD69 / UTM zone 23S',
1817,
'projected',
4400,
Null,
4618,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29194,
'SAD69 / UTM zone 24S',
1818,
'projected',
4400,
Null,
4618,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29195,
'SAD69 / UTM zone 25S',
1819,
'projected',
4400,
Null,
4618,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Uses GRS 1967 ellipsoid with 1/f to exactly 2 decimal places.',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29220,
'Sapper Hill 1943 / UTM zone 20S',
1820,
'projected',
4400,
Null,
4292,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29221,
'Sapper Hill 1943 / UTM zone 21S',
1821,
'projected',
4400,
Null,
4292,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29333,
'Schwarzeck / UTM zone 33S',
1822,
'projected',
4400,
Null,
4293,
16133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'CARE! The ellipsoid semi-major axis dimension is defined in German Legal Metres as 6377397.155 GLM but for the CRS needs to9 be converted to CRS units of International metres as 6377483.865 m.',
'',
'OGP',
TO_DATE('2006-09-26'),
'2006.852',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29371,
'Schwarzeck / Lo22/11',
1838,
'projected',
6502,
Null,
4293,
17611,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29373,
'Schwarzeck / Lo22/13',
1839,
'projected',
6502,
Null,
4293,
17613,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29375,
'Schwarzeck / Lo22/15',
1840,
'projected',
6502,
Null,
4293,
17615,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29377,
'Schwarzeck / Lo22/17',
1841,
'projected',
6502,
Null,
4293,
17617,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29379,
'Schwarzeck / Lo22/19',
1842,
'projected',
6502,
Null,
4293,
17619,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29381,
'Schwarzeck / Lo22/21',
1843,
'projected',
6502,
Null,
4293,
17621,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29383,
'Schwarzeck / Lo22/23',
1844,
'projected',
6502,
Null,
4293,
17623,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29385,
'Schwarzeck / Lo22/25',
1845,
'projected',
6502,
Null,
4293,
17625,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'',
'',
'OGP',
TO_DATE('2007-02-12'),
'1997.160 1999.980 2007.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29635,
'Sudan / UTM zone 35N',
1846,
'projected',
4400,
Null,
4296,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29636,
'Sudan / UTM zone 36N',
1847,
'projected',
4400,
Null,
4296,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29700,
'Tananarive (Paris) / Laborde Grid',
3273,
'projected',
4499,
Null,
4810,
19911,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29701,
'Tananarive (Paris) / Laborde Grid',
3273,
'projected',
4530,
Null,
4810,
19861,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'May be approximated by Tananarive (Paris) / Laborde Grid approximation - see CRS code 29702.',
'',
'OGP',
TO_DATE('2007-01-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29702,
'Tananarive (Paris) / Laborde Grid approximation',
3273,
'projected',
4530,
Null,
4810,
19911,
Null,
Null,
'Medium scale mapping.',
'See projection remarks.',
'OGP',
'OGP',
TO_DATE('2007-01-11'),
'2006.960',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29738,
'Tananarive / UTM zone 38S',
1848,
'projected',
4400,
Null,
4297,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29739,
'Tananarive / UTM zone 39S',
1849,
'projected',
4400,
Null,
4297,
16139,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29849,
'Timbalai 1948 / UTM zone 49N',
1852,
'projected',
4400,
Null,
4298,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29850,
'Timbalai 1948 / UTM zone 50N',
1853,
'projected',
4400,
Null,
4298,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29871,
'Timbalai 1948 / RSO Borneo (ch)',
1362,
'projected',
4402,
Null,
4298,
19956,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Adopts ellipsoid metric conversion of 39.370147 inches per metre. Replaced by metric projection version (CRS code 29873). See also foot version (CRS code 29872) for Shell ops in E Malaysia.',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-09-21'),
'1997.231 2000.600 2002.470 2006.252',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29872,
'Timbalai 1948 / RSO Borneo (ft)',
1851,
'projected',
4405,
Null,
4298,
19957,
Null,
Null,
'Shell operations in Sarawak and Sabah.',
'Used by Shell in East Malaysia. Original projection definition in chains (1 chain = 66 feet) - see CRS code 29871. See also CRS code 29873 for metric version.',
'Shell.',
'OGP',
TO_DATE('2006-09-21'),
'1997.231 2000.600 2002.470 2006.252',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29873,
'Timbalai 1948 / RSO Borneo (m)',
1362,
'projected',
4400,
Null,
4298,
19958,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey; Shell exploration and production operations in Brunei.',
'Original projection definition in chains. 1 chain = 792 inches. Adopts Sears 1922 metric conversion of 39.370147 inches per metre. Replaced by GDM2000 / East Malaysia BRSO (CRS code 3376). See foot version (CRS code 29872) for Shell ops in E Malaysia.',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-09-21'),
'2000.600 2006.252 2006.730',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29900,
'TM65 / Irish National Grid',
1305,
'projected',
4400,
Null,
4299,
19908,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Superseded by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001. Deprecated due to change of name - see 29902.',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29901,
'OSNI 1952 / Irish National Grid',
2530,
'projected',
4400,
Null,
4188,
19973,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not used in Republic of Ireland. Replaced in 1975 by TM75 / Irish Grid (CRS code 29903).',
'Ordnance Survey of Northern Ireland.',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29902,
'TM65 / Irish Grid',
1125,
'projected',
4400,
Null,
4299,
19972,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Not used in Northern Ireland. Replaced by TM75 / Irish Grid (code 29903) in 1975.',
'Ordnance Survey of Ireland.',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 29903,
'TM75 / Irish Grid',
1305,
'projected',
4400,
Null,
4300,
19972,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces both OSNI 1952 / Irish National Grid (code 29901) and TM65 / Irish Grid (code 29902) from 1975. Replaced by IRENET95 / Irish Transverse Mercator (code 2157) from 1/1/2001.',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30161,
'Tokyo / Japan Plane Rectangular CS I',
1854,
'projected',
4530,
Null,
4301,
17801,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS I (code 2443) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30162,
'Tokyo / Japan Plane Rectangular CS II',
1855,
'projected',
4530,
Null,
4301,
17802,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS II (code 2444) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30163,
'Tokyo / Japan Plane Rectangular CS III',
1856,
'projected',
4530,
Null,
4301,
17803,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS III (code 2445) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30164,
'Tokyo / Japan Plane Rectangular CS IV',
1857,
'projected',
4530,
Null,
4301,
17804,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS IV (code 2446) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30165,
'Tokyo / Japan Plane Rectangular CS V',
1858,
'projected',
4530,
Null,
4301,
17805,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS V (code 2447) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30166,
'Tokyo / Japan Plane Rectangular CS VI',
1859,
'projected',
4530,
Null,
4301,
17806,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS VI (code 2448) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30167,
'Tokyo / Japan Plane Rectangular CS VII',
1860,
'projected',
4530,
Null,
4301,
17807,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS VII (code 2449) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30168,
'Tokyo / Japan Plane Rectangular CS VIII',
1861,
'projected',
4530,
Null,
4301,
17808,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS VIII (code 2450) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30169,
'Tokyo / Japan Plane Rectangular CS IX',
1862,
'projected',
4530,
Null,
4301,
17809,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS IX (code 2451) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30170,
'Tokyo / Japan Plane Rectangular CS X',
1863,
'projected',
4530,
Null,
4301,
17810,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS X (code 2452) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30171,
'Tokyo / Japan Plane Rectangular CS XI',
1864,
'projected',
4530,
Null,
4301,
17811,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS XI (code 2453) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30172,
'Tokyo / Japan Plane Rectangular CS XII',
1865,
'projected',
4530,
Null,
4301,
17812,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS XII (code 2454) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30173,
'Tokyo / Japan Plane Rectangular CS XIII',
1866,
'projected',
4530,
Null,
4301,
17813,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS XIII (code 2455) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30174,
'Tokyo / Japan Plane Rectangular CS XIV',
1867,
'projected',
4530,
Null,
4301,
17814,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIV (code 2456) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30175,
'Tokyo / Japan Plane Rectangular CS XV',
1868,
'projected',
4530,
Null,
4301,
17815,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS XV (code 2457) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30176,
'Tokyo / Japan Plane Rectangular CS XVI',
1869,
'projected',
4530,
Null,
4301,
17816,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Replaced by JGD2000 / Japan Plane Rectangular CS XVI (code 2458) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30177,
'Tokyo / Japan Plane Rectangular CS XVII',
1870,
'projected',
4530,
Null,
4301,
17817,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVII (code 2459) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30178,
'Tokyo / Japan Plane Rectangular CS XVIII',
1871,
'projected',
4530,
Null,
4301,
17818,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XVIII (code 2460) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30179,
'Tokyo / Japan Plane Rectangular CS XIX',
1872,
'projected',
4530,
Null,
4301,
17819,
Null,
Null,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
'Although legally defined as Tokyo datum the accuracy of the geodetic connection to mainland Japan is low. Replaced by JGD2000 / Japan Plane Rectangular CS XIX (code 2461) from April 2002.',
'Geographic Survey Institute; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080 2002.081',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30200,
'Trinidad 1903 / Trinidad Grid',
1339,
'projected',
4407,
Null,
4302,
19925,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2005-07-01'),
'1997.231 2005.330',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30339,
'TC(1948) / UTM zone 39N',
1850,
'projected',
4400,
Null,
4303,
16039,
Null,
Null,
'Oil exploration.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30340,
'TC(1948) / UTM zone 40N',
1750,
'projected',
4400,
Null,
4303,
16040,
Null,
Null,
'Oil exploration.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30491,
'Voirol 1875 / Nord Algerie (ancienne)',
1728,
'projected',
4499,
Null,
4304,
18011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30492,
'Voirol 1875 / Sud Algerie (ancienne)',
1729,
'projected',
4499,
Null,
4304,
18012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.',
'',
'OGP',
TO_DATE('2004-01-07'),
'2003.361',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30493,
'Voirol 1879 / Nord Algerie (ancienne)',
1728,
'projected',
4499,
Null,
4671,
18011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Nord Sahara 1959 / Voirol Unifie Nord (code 30791). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.',
'',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30494,
'Voirol 1879 / Sud Algerie (ancienne)',
1729,
'projected',
4499,
Null,
4671,
18012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Nord Sahara 1959 / Voirol Unifie Sud (code 30792). The appropriate usage of CRSs using the Voirol 1875 and 1879 datums is lost in antiquity. They differ by about 9 metres. Oil industry references to one could in reality be to either.',
'',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30729,
'Nord Sahara 1959 / UTM zone 29N',
1735,
'projected',
4400,
Null,
4307,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30730,
'Nord Sahara 1959 / UTM zone 30N',
1736,
'projected',
4400,
Null,
4307,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30731,
'Nord Sahara 1959 / UTM zone 31N',
1737,
'projected',
4400,
Null,
4307,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30732,
'Nord Sahara 1959 / UTM zone 32N',
1738,
'projected',
4400,
Null,
4307,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30791,
'Nord Sahara 1959 / Voirol Unifie Nord',
1728,
'projected',
4499,
Null,
4307,
18021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Voirol 1879 / Nord Algeria ancienne (code 30493). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2004-01-07'),
'2002.560 2003.361',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30792,
'Nord Sahara 1959 / Voirol Unifie Sud',
1729,
'projected',
4499,
Null,
4307,
18022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Voirol 1879 / Sud Algeria ancienne (code 30494). Grid coordinates on average across Algeria are unchanged although local differences reach 30 metres; geographic coordinate equivalents do change.',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2004-01-07'),
'2002.560 2003.361',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 30800,
'RT38 2.5 gon W',
1225,
'projected',
4530,
Null,
4308,
19929,
Null,
Null,
'Topographic mapping, engineering survey, cadastre.',
'Superseded by RT90 2.5 gon W (code 2400).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('1997-11-13'),
'1997.140 1997.390',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31028,
'Yoff / UTM zone 28N',
1207,
'projected',
4400,
Null,
4310,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31121,
'Zanderij / UTM zone 21N',
1222,
'projected',
4400,
Null,
4311,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31154,
'Zanderij / TM 54 NW',
1727,
'projected',
4400,
Null,
4311,
17054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Shell International',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31170,
'Zanderij / Suriname Old TM',
3312,
'projected',
4400,
Null,
4311,
19954,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 1975. Replaced by Zanderij / Suriname TM in 1979.',
'Shell International',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31171,
'Zanderij / Suriname TM',
3312,
'projected',
4400,
Null,
4311,
19955,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced Zanderij / Suriname Old TM in 1979.',
'Shell International',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31251,
'MGI (Ferro) / Austria GK West Zone',
1706,
'projected',
4530,
Null,
4805,
18001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI (Ferro) / Austria West Zone (CRS code 31281) with reduced northing. See CRS code 31254 for equivalent referenced to Greenwich meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31252,
'MGI (Ferro) / Austria GK Central Zone',
1707,
'projected',
4530,
Null,
4805,
18002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI (Ferro) / Austria Central Zone (CRS code 31282) with reduced northing. See CRS code 31255 for equivalent referenced to Greenwich meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31253,
'MGI (Ferro) / Austria GK East Zone',
1708,
'projected',
4530,
Null,
4805,
18003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI (Ferro) / Austria East Zone (CRS code 31283) with reduced northing. See CRS code 31256 for equivalent referenced to Greenwich meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31254,
'MGI / Austria GK West',
1706,
'projected',
4530,
Null,
4312,
18004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See CRS code 31251 for equivalent CRS referenced to Ferro meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31255,
'MGI / Austria GK Central',
1707,
'projected',
4530,
Null,
4312,
18005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See CRS code 31252 for equivalent CRS referenced to Ferro meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31256,
'MGI / Austria GK East',
1708,
'projected',
4530,
Null,
4312,
18006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'See CRS code 31253 for equivalent CRS referenced to Ferro meridian.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31257,
'MGI / Austria GK M28',
1706,
'projected',
4530,
Null,
4312,
18007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI / Austria M28 (CRS code 31284) with reduced northing.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31258,
'MGI / Austria GK M31',
1707,
'projected',
4530,
Null,
4312,
18008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI / Austria M31 (CRS code 31285) with reduced northing.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31259,
'MGI / Austria GK M34',
1708,
'projected',
4530,
Null,
4312,
18009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'MGI / Austria M34 (CRS code 31286) with reduced northing.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31265,
'MGI / 3-degree Gauss zone 5',
1709,
'projected',
4499,
Null,
4312,
16265,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31266,
'MGI / 3-degree Gauss zone 6',
1710,
'projected',
4499,
Null,
4312,
16266,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31267,
'MGI / 3-degree Gauss zone 7',
1711,
'projected',
4499,
Null,
4312,
16267,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31268,
'MGI / 3-degree Gauss zone 8',
1712,
'projected',
4499,
Null,
4312,
16268,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31275,
'MGI / Balkans zone 5',
1709,
'projected',
4530,
Null,
4312,
18275,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Slovenia replaced by D48 / GK (CRS code 3787).',
'OGP',
'OGP',
TO_DATE('2008-04-04'),
'2005.180 2008.019 2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31276,
'MGI / Balkans zone 6',
1710,
'projected',
4530,
Null,
4312,
18276,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2005-05-27'),
'2005.180 2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31277,
'MGI / Balkans zone 7',
1711,
'projected',
4530,
Null,
4312,
18277,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31278,
'MGI / Balkans zone 8',
1712,
'projected',
4530,
Null,
4312,
18277,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31279,
'MGI / Balkans zone 8',
1712,
'projected',
4530,
Null,
4312,
18278,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'OGP',
'OGP',
TO_DATE('2001-08-28'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31281,
'MGI (Ferro) / Austria West Zone',
1706,
'projected',
4530,
Null,
4805,
18041,
Null,
Null,
'Cadastral survey.',
'Also known as "Gebrauchsnetz". For other uses see MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2002.570 2005.180 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31282,
'MGI (Ferro) / Austria Central Zone',
1707,
'projected',
4530,
Null,
4805,
18042,
Null,
Null,
'Cadastral survey.',
'Also known as "Gebrauchsnetz". For other uses see MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2002.570 2005.180 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31283,
'MGI (Ferro) / Austria East Zone',
1708,
'projected',
4530,
Null,
4805,
18043,
Null,
Null,
'Cadastral survey.',
'Also known as "Gebrauchsnetz". For other uses see MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2002.570 2005.180 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31284,
'MGI / Austria M28',
1706,
'projected',
4530,
Null,
4312,
18044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Greenwich equivalent of MGI (Ferro) / M28 (alias Bundesmeldenetz M28) (EPSG code 31288).',
'OGP',
'OGP',
TO_DATE('2007-02-02'),
'2002.570 2006.971',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31285,
'MGI / Austria M31',
1707,
'projected',
4530,
Null,
4312,
18045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Greenwich equivalent of MGI (Ferro) / M31 (alias Bundesmeldenetz M31) (EPSG code 31289).',
'OGP',
'OGP',
TO_DATE('2007-02-02'),
'2002.570 2006.971',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31286,
'MGI / Austria M34',
1708,
'projected',
4530,
Null,
4312,
18046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Greenwich equivalent of MGI (Ferro) / M34 (alias Bundesmeldenetz M34) (EPSG code 31290).',
'OGP',
'OGP',
TO_DATE('2007-02-02'),
'2002.570 2006.971',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31287,
'MGI / Austria Lambert',
1037,
'projected',
4530,
Null,
4312,
19947,
Null,
Null,
'Medium and small scale mapping and GIS.',
'Replaced by ETRS89 / Austria Lambert (CRS code 3416).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2006-12-12'),
'2006.971',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31288,
'MGI (Ferro) / M28',
1706,
'projected',
4530,
Null,
4805,
18047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M28 (code 31284). For cadastral survey see MGI (Ferro) / Austria West zone (alias Gebrauchsnetz M28) (EPSG code 31281).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2006.971 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31289,
'MGI (Ferro) / M31',
1707,
'projected',
4530,
Null,
4805,
18048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M31 (code 31285). For cadastral survey see MGI (Ferro) / Austria Central zone (alias Gebrauchsnetz M31) (EPSG code 31282).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2006.971 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31290,
'MGI (Ferro) / M34',
1708,
'projected',
4530,
Null,
4805,
18049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Also known as Bundesmeldenetz. For equivalent using Greenwich meridian see MGI / M34 (code 31286). For cadastral survey see MGI (Ferro) / Austria East zone (alias Gebrauchsnetz M34) (EPSG code 31283).',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2007-08-28'),
'2006.971 2007.085',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31291,
'MGI (Ferro) / Austria West Zone',
1706,
'projected',
4499,
Null,
4805,
18041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31292,
'MGI (Ferro) / Austria Central Zone',
1708,
'projected',
4499,
Null,
4805,
18042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31293,
'MGI (Ferro) / Austria East Zone',
1707,
'projected',
4499,
Null,
4805,
18043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31294,
'MGI / M28',
1706,
'projected',
4499,
Null,
4312,
18044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31295,
'MGI / M31',
1707,
'projected',
4499,
Null,
4312,
18045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31296,
'MGI / M34',
1708,
'projected',
4499,
Null,
4312,
18046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31297,
'MGI / Austria Lambert',
1037,
'projected',
4499,
Null,
4312,
19947,
Null,
Null,
'Medium and small scale mapping.',
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1997.010',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31300,
'Belge 1972 / Belge Lambert 72',
1347,
'projected',
4499,
Null,
4313,
19902,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces 21500 (Belge 1950 / Belge Lambert 50). An alternative - Belge 1972 / Belgian Lambert 72 (code 31370) - was introduced in 2000 to use the standard Lambert Conic Conformal (2SP) projection method (code 9802). EPSG recommends this alternative.',
'IGN Brussels; www.ngi.be/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31370,
'Belge 1972 / Belgian Lambert 72',
1347,
'projected',
4499,
Null,
4313,
19961,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Introduced in 2000 as an alternative to CRS code 31300 to avoid the special projection method LCC (2SP Belgium) (code 9803). If software cannot handle latitude of origin 90degN, use latitude of origin = 50deg47''57.704"N with Nf = 165372.956 m.',
'IGN Brussels; www.ngi.be/',
'OGP',
TO_DATE('2008-08-05'),
'2005.460 2008.060',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31461,
'DHDN / 3-degree Gauss zone 1',
1628,
'projected',
4499,
Null,
4314,
16261,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.101',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31462,
'DHDN / 3-degree Gauss zone 2',
1624,
'projected',
4499,
Null,
4314,
16262,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.101',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31463,
'DHDN / 3-degree Gauss zone 3',
1625,
'projected',
4499,
Null,
4314,
16263,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.101',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31464,
'DHDN / 3-degree Gauss zone 4',
1626,
'projected',
4499,
Null,
4314,
16264,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.101',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31465,
'DHDN / 3-degree Gauss zone 5',
1627,
'projected',
4499,
Null,
4314,
16265,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.101',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31466,
'DHDN / 3-degree Gauss-Kruger zone 2',
1624,
'projected',
4530,
Null,
4314,
16262,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'Zone width 3 degrees.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.410 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31467,
'DHDN / 3-degree Gauss-Kruger zone 3',
1625,
'projected',
4530,
Null,
4314,
16263,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'Zone width 3 degrees.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.410 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31468,
'DHDN / 3-degree Gauss-Kruger zone 4',
1626,
'projected',
4530,
Null,
4314,
16264,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'Zone width 3 degrees.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2005.180 2006.460 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31469,
'DHDN / 3-degree Gauss-Kruger zone 5',
1627,
'projected',
4530,
Null,
4314,
16265,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey, cadastral survey.',
'Zone width 3 degrees.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2006.410 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31528,
'Conakry 1905 / UTM zone 28N',
1468,
'projected',
4400,
Null,
4315,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Dabola 1981 / UTM zone 28 (EPSG code 3461).',
'',
'OGP',
TO_DATE('2007-02-06'),
'2007.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31529,
'Conakry 1905 / UTM zone 29N',
1469,
'projected',
4400,
Null,
4315,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Dabola 1981 / UTM zone 29 (EPSG code 3462).',
'',
'OGP',
TO_DATE('2007-02-06'),
'2007.018',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31600,
'Dealul Piscului 1930 / Stereo 33',
3295,
'projected',
4499,
Null,
4316,
19927,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by Stereo 70 system (ProjCRS code 3844).',
'',
'OGP',
TO_DATE('2008-09-24'),
'2004.210 2008.011',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31700,
'Dealul Piscului 1970/ Stereo 70',
1197,
'projected',
4530,
Null,
4317,
19926,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Stereo 33 system.',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31838,
'NGN / UTM zone 38N',
1739,
'projected',
4400,
Null,
4318,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31839,
'NGN / UTM zone 39N',
1740,
'projected',
4400,
Null,
4318,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31900,
'KUDAMS / KTM',
1310,
'projected',
4400,
Null,
4319,
19928,
Null,
Null,
'Large scale engineering and utility mapping.',
'',
'',
'OGP',
TO_DATE('2004-07-19'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31901,
'KUDAMS / KTM',
1310,
'projected',
4400,
Null,
4319,
19997,
Null,
Null,
'Large scale engineering and utility mapping.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31965,
'SIRGAS 2000 / UTM zone 11N',
3423,
'projected',
4400,
Null,
4674,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 11N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31966,
'SIRGAS 2000 / UTM zone 12N',
3424,
'projected',
4400,
Null,
4674,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 12N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31967,
'SIRGAS 2000 / UTM zone 13N',
3425,
'projected',
4400,
Null,
4674,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 13N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31968,
'SIRGAS 2000 / UTM zone 14N',
3426,
'projected',
4400,
Null,
4674,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 14N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31969,
'SIRGAS 2000 / UTM zone 15N',
3427,
'projected',
4400,
Null,
4674,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 15N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31970,
'SIRGAS 2000 / UTM zone 16N',
3428,
'projected',
4400,
Null,
4674,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces Mexican Datum of 1993 / UTM zone 16N for Mexico.',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31971,
'SIRGAS 2000 / UTM zone 17N',
3421,
'projected',
4400,
Null,
4674,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31972,
'SIRGAS 2000 / UTM zone 18N',
3422,
'projected',
4400,
Null,
4674,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31973,
'SIRGAS 2000 / UTM zone 19N',
3436,
'projected',
4400,
Null,
4674,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31974,
'SIRGAS 2000 / UTM zone 20N',
3437,
'projected',
4400,
Null,
4674,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31975,
'SIRGAS 2000 / UTM zone 21N',
3438,
'projected',
4400,
Null,
4674,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31976,
'SIRGAS 2000 / UTM zone 22N',
3439,
'projected',
4400,
Null,
4674,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31977,
'SIRGAS 2000 / UTM zone 17S',
1824,
'projected',
4400,
Null,
4674,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2004-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31978,
'SIRGAS 2000 / UTM zone 18S',
3440,
'projected',
4400,
Null,
4674,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31979,
'SIRGAS 2000 / UTM zone 19S',
3441,
'projected',
4400,
Null,
4674,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31980,
'SIRGAS 2000 / UTM zone 20S',
3442,
'projected',
4400,
Null,
4674,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31981,
'SIRGAS 2000 / UTM zone 21S',
3443,
'projected',
4400,
Null,
4674,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31982,
'SIRGAS 2000 / UTM zone 22S',
3444,
'projected',
4400,
Null,
4674,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31983,
'SIRGAS 2000 / UTM zone 23S',
3445,
'projected',
4400,
Null,
4674,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31984,
'SIRGAS 2000 / UTM zone 24S',
3446,
'projected',
4400,
Null,
4674,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31985,
'SIRGAS 2000 / UTM zone 25S',
3447,
'projected',
4400,
Null,
4674,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaces SIRGAS 1995 system.',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'2006.465',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31986,
'SIRGAS 1995 / UTM zone 17N',
1823,
'projected',
4400,
Null,
4170,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31987,
'SIRGAS 1995 / UTM zone 18N',
1825,
'projected',
4400,
Null,
4170,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31988,
'SIRGAS 1995 / UTM zone 19N',
1827,
'projected',
4400,
Null,
4170,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31989,
'SIRGAS 1995 / UTM zone 20N',
1829,
'projected',
4400,
Null,
4170,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31990,
'SIRGAS 1995 / UTM zone 21N',
1831,
'projected',
4400,
Null,
4170,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31991,
'SIRGAS 1995 / UTM zone 22N',
1833,
'projected',
4400,
Null,
4170,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31992,
'SIRGAS 1995 / UTM zone 17S',
3638,
'projected',
4400,
Null,
4170,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For scientific purposes, replaced by SIRGAS 2000 system. Remains official system in Ecuador.',
'IGM Ecuador.',
'OGP',
TO_DATE('2009-06-02'),
'2004.250 2009.016',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31993,
'SIRGAS 1995 / UTM zone 18S',
1826,
'projected',
4400,
Null,
4170,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31994,
'SIRGAS 1995 / UTM zone 19S',
1828,
'projected',
4400,
Null,
4170,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31995,
'SIRGAS 1995 / UTM zone 20S',
1830,
'projected',
4400,
Null,
4170,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31996,
'SIRGAS 1995 / UTM zone 21S',
1832,
'projected',
4400,
Null,
4170,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31997,
'SIRGAS 1995 / UTM zone 22S',
1834,
'projected',
4400,
Null,
4170,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31998,
'SIRGAS 1995 / UTM zone 23S',
1835,
'projected',
4400,
Null,
4170,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 31999,
'SIRGAS 1995 / UTM zone 24S',
1836,
'projected',
4400,
Null,
4170,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32000,
'SIRGAS 1995 / UTM zone 25S',
1837,
'projected',
4400,
Null,
4170,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by SIRGAS 2000 system.',
'',
'OGP',
TO_DATE('2004-04-22'),
'2004.250',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32001,
'NAD27 / Montana North',
2211,
'projected',
4497,
Null,
4267,
12501,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32002,
'NAD27 / Montana Central',
2210,
'projected',
4497,
Null,
4267,
12502,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32003,
'NAD27 / Montana South',
2212,
'projected',
4497,
Null,
4267,
12503,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32005,
'NAD27 / Nebraska North',
2221,
'projected',
4497,
Null,
4267,
12601,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32006,
'NAD27 / Nebraska South',
2222,
'projected',
4497,
Null,
4267,
12602,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32007,
'NAD27 / Nevada East',
2224,
'projected',
4497,
Null,
4267,
12701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32008,
'NAD27 / Nevada Central',
2223,
'projected',
4497,
Null,
4267,
12702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32009,
'NAD27 / Nevada West',
2225,
'projected',
4497,
Null,
4267,
12703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32010,
'NAD27 / New Hampshire',
1398,
'projected',
4497,
Null,
4267,
12800,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32011,
'NAD27 / New Jersey',
1399,
'projected',
4497,
Null,
4267,
12900,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32012,
'NAD27 / New Mexico East',
2228,
'projected',
4497,
Null,
4267,
13001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32013,
'NAD27 / New Mexico Central',
2229,
'projected',
4497,
Null,
4267,
13002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32014,
'NAD27 / New Mexico West',
2230,
'projected',
4497,
Null,
4267,
13003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32015,
'NAD27 / New York East',
2234,
'projected',
4497,
Null,
4267,
13101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32016,
'NAD27 / New York Central',
2233,
'projected',
4497,
Null,
4267,
13102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32017,
'NAD27 / New York West',
2236,
'projected',
4497,
Null,
4267,
13103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32018,
'NAD27 / New York Long Island',
2235,
'projected',
4497,
Null,
4267,
13104,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2009.067',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32019,
'NAD27 / North Carolina',
1402,
'projected',
4497,
Null,
4267,
13200,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32020,
'NAD27 / North Dakota North',
2237,
'projected',
4497,
Null,
4267,
13301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32021,
'NAD27 / North Dakota South',
2238,
'projected',
4497,
Null,
4267,
13302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32022,
'NAD27 / Ohio North',
2239,
'projected',
4497,
Null,
4267,
13401,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32023,
'NAD27 / Ohio South',
2240,
'projected',
4497,
Null,
4267,
13402,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32024,
'NAD27 / Oklahoma North',
2241,
'projected',
4497,
Null,
4267,
13501,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32025,
'NAD27 / Oklahoma South',
2242,
'projected',
4497,
Null,
4267,
13502,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32026,
'NAD27 / Oregon North',
2243,
'projected',
4497,
Null,
4267,
13601,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32027,
'NAD27 / Oregon South',
2244,
'projected',
4497,
Null,
4267,
13602,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32028,
'NAD27 / Pennsylvania North',
2245,
'projected',
4497,
Null,
4267,
13701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32029,
'NAD27 / Pennsylvania South',
2246,
'projected',
4497,
Null,
4267,
13702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2009.067',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32030,
'NAD27 / Rhode Island',
1408,
'projected',
4497,
Null,
4267,
13800,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32031,
'NAD27 / South Carolina North',
2247,
'projected',
4497,
Null,
4267,
13901,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32033,
'NAD27 / South Carolina South',
2248,
'projected',
4497,
Null,
4267,
13902,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32034,
'NAD27 / South Dakota North',
2249,
'projected',
4497,
Null,
4267,
14001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32035,
'NAD27 / South Dakota South',
2250,
'projected',
4497,
Null,
4267,
14002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32036,
'NAD27 / Tennessee',
1411,
'projected',
4497,
Null,
4267,
14100,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32037,
'NAD27 / Texas North',
2253,
'projected',
4497,
Null,
4267,
14201,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32038,
'NAD27 / Texas North Central',
2254,
'projected',
4497,
Null,
4267,
14202,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32039,
'NAD27 / Texas Central',
2252,
'projected',
4497,
Null,
4267,
14203,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32040,
'NAD27 / Texas South Central',
2256,
'projected',
4497,
Null,
4267,
14204,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32041,
'NAD27 / Texas South',
2255,
'projected',
4497,
Null,
4267,
14205,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32042,
'NAD27 / Utah North',
2258,
'projected',
4497,
Null,
4267,
14301,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32043,
'NAD27 / Utah Central',
2257,
'projected',
4497,
Null,
4267,
14302,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32044,
'NAD27 / Utah South',
2259,
'projected',
4497,
Null,
4267,
14303,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32045,
'NAD27 / Vermont',
1414,
'projected',
4497,
Null,
4267,
14400,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32046,
'NAD27 / Virginia North',
2260,
'projected',
4497,
Null,
4267,
14501,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32047,
'NAD27 / Virginia South',
2261,
'projected',
4497,
Null,
4267,
14502,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32048,
'NAD27 / Washington North',
2262,
'projected',
4497,
Null,
4267,
14601,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32049,
'NAD27 / Washington South',
2263,
'projected',
4497,
Null,
4267,
14602,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32050,
'NAD27 / West Virginia North',
2264,
'projected',
4497,
Null,
4267,
14701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32051,
'NAD27 / West Virginia South',
2265,
'projected',
4497,
Null,
4267,
14702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32052,
'NAD27 / Wisconsin North',
2267,
'projected',
4497,
Null,
4267,
14801,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32053,
'NAD27 / Wisconsin Central',
2266,
'projected',
4497,
Null,
4267,
14802,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32054,
'NAD27 / Wisconsin South',
2268,
'projected',
4497,
Null,
4267,
14803,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32055,
'NAD27 / Wyoming East',
2269,
'projected',
4497,
Null,
4267,
14901,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32056,
'NAD27 / Wyoming East Central',
2270,
'projected',
4497,
Null,
4267,
14902,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32057,
'NAD27 / Wyoming West Central',
2272,
'projected',
4497,
Null,
4267,
14903,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32058,
'NAD27 / Wyoming West',
2271,
'projected',
4497,
Null,
4267,
14904,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32061,
'NAD27 / Guatemala Norte',
2120,
'projected',
4499,
Null,
4267,
18211,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1999-08-18'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32062,
'NAD27 / Guatemala Sur',
2121,
'projected',
4499,
Null,
4267,
18212,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2000-01-06'),
'1999.950',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32064,
'NAD27 / BLM 14N (ftUS)',
3637,
'projected',
4497,
Null,
4267,
15914,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32065,
'NAD27 / BLM 15N (ftUS)',
3640,
'projected',
4497,
Null,
4267,
15915,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2006.391 2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32066,
'NAD27 / BLM 16N (ftUS)',
3641,
'projected',
4497,
Null,
4267,
15916,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2006.391 2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32067,
'NAD27 / BLM 17N (ftUS)',
3642,
'projected',
4497,
Null,
4267,
15917,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2006.391 2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32074,
'NAD27 / BLM 14N (feet)',
2171,
'projected',
4497,
Null,
4267,
15914,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'1996.030',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32075,
'NAD27 / BLM 15N (feet)',
2172,
'projected',
4497,
Null,
4267,
15915,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'1996.030',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32076,
'NAD27 / BLM 16N (feet)',
2173,
'projected',
4497,
Null,
4267,
15916,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'1995.270 1996.030',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32077,
'NAD27 / BLM 17N (feet)',
2174,
'projected',
4497,
Null,
4267,
15917,
Null,
Null,
'Minerals (including oil) management, exploration and production.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'1996.030',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32081,
'NAD27 / MTM zone 1',
2226,
'projected',
4400,
Null,
4267,
17701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32082,
'NAD27 / MTM zone 2',
2227,
'projected',
4400,
Null,
4267,
17702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32083,
'NAD27 / MTM zone 3',
2275,
'projected',
4400,
Null,
4267,
17703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32084,
'NAD27 / MTM zone 4',
2276,
'projected',
4400,
Null,
4267,
17704,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32085,
'NAD27 / MTM zone 5',
2277,
'projected',
4400,
Null,
4267,
17705,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32086,
'NAD27 / MTM zone 6',
2278,
'projected',
4400,
Null,
4267,
17706,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32098,
'NAD27 / Quebec Lambert',
1368,
'projected',
4499,
Null,
4267,
19944,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Replaced by NAD27(CGQ77) / Quebec Lambert (code 2137) in 1977.',
'Service de la Cartographie; Ministere des Ressources Naturelles; Quebec',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32099,
'NAD27 / Louisiana Offshore',
1387,
'projected',
4497,
Null,
4267,
11703,
Null,
Null,
'Not used in oil industry. Usage for other applications is not known.',
'This system is NOT used for oil industry purposes. Use NAD27 / Louisiana South (CRS code 26782) in state waters and on LA OCS shelf and NAD27 / BLM (CRS codes 32065-66) in OCS deep water protraction areas.',
'OGP',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32100,
'NAD83 / Montana',
1395,
'projected',
4499,
Null,
4269,
12530,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2256 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32104,
'NAD83 / Nebraska',
1396,
'projected',
4499,
Null,
4269,
12630,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26852 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-06-23'),
'2000.091 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32107,
'NAD83 / Nevada East',
2224,
'projected',
4499,
Null,
4269,
12731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3421 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32108,
'NAD83 / Nevada Central',
2223,
'projected',
4499,
Null,
4269,
12732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3422 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32109,
'NAD83 / Nevada West',
2225,
'projected',
4499,
Null,
4269,
12733,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3423 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32110,
'NAD83 / New Hampshire',
1398,
'projected',
4499,
Null,
4269,
12830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3437 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32111,
'NAD83 / New Jersey',
1399,
'projected',
4499,
Null,
4269,
12930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3424 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'National Geodetic Survey',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32112,
'NAD83 / New Mexico East',
2228,
'projected',
4499,
Null,
4269,
13031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2257 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32113,
'NAD83 / New Mexico Central',
2231,
'projected',
4499,
Null,
4269,
13032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2258 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32114,
'NAD83 / New Mexico West',
2232,
'projected',
4499,
Null,
4269,
13033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2259 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32115,
'NAD83 / New York East',
2234,
'projected',
4499,
Null,
4269,
13131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2260 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32116,
'NAD83 / New York Central',
2233,
'projected',
4499,
Null,
4269,
13132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2261 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32117,
'NAD83 / New York West',
2236,
'projected',
4499,
Null,
4269,
13133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2263 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32118,
'NAD83 / New York Long Island',
2235,
'projected',
4499,
Null,
4269,
13134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32119,
'NAD83 / North Carolina',
1402,
'projected',
4499,
Null,
4269,
13230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2264 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'1998.300 2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32120,
'NAD83 / North Dakota North',
2237,
'projected',
4499,
Null,
4269,
13331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2265 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32121,
'NAD83 / North Dakota South',
2238,
'projected',
4499,
Null,
4269,
13332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2266 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32122,
'NAD83 / Ohio North',
2239,
'projected',
4499,
Null,
4269,
13431,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3734 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32123,
'NAD83 / Ohio South',
2240,
'projected',
4499,
Null,
4269,
13432,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3735 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32124,
'NAD83 / Oklahoma North',
2241,
'projected',
4499,
Null,
4269,
13531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2267 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32125,
'NAD83 / Oklahoma South',
2242,
'projected',
4499,
Null,
4269,
13532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2268 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32126,
'NAD83 / Oregon North',
2243,
'projected',
4499,
Null,
4269,
13631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2269 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32127,
'NAD83 / Oregon South',
2244,
'projected',
4499,
Null,
4269,
13632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2270 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32128,
'NAD83 / Pennsylvania North',
2245,
'projected',
4499,
Null,
4269,
13731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2271 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32129,
'NAD83 / Pennsylvania South',
2246,
'projected',
4499,
Null,
4269,
13732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2272 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32130,
'NAD83 / Rhode Island',
1408,
'projected',
4499,
Null,
4269,
13830,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3438 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2006-12-20'),
'2000.091 2006.903',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32133,
'NAD83 / South Carolina',
1409,
'projected',
4499,
Null,
4269,
13930,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in International feet (note: not US survey feet). See code 2273 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32134,
'NAD83 / South Dakota North',
2249,
'projected',
4499,
Null,
4269,
14031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 4457 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2009-09-05'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32135,
'NAD83 / South Dakota South',
2250,
'projected',
4499,
Null,
4269,
14032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3455 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32136,
'NAD83 / Tennessee',
1411,
'projected',
4499,
Null,
4269,
14130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2274 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2000-03-07'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32137,
'NAD83 / Texas North',
2253,
'projected',
4499,
Null,
4269,
14231,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2275 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32138,
'NAD83 / Texas North Central',
2254,
'projected',
4499,
Null,
4269,
14232,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2276 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32139,
'NAD83 / Texas Central',
2252,
'projected',
4499,
Null,
4269,
14233,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2277 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32140,
'NAD83 / Texas South Central',
2527,
'projected',
4499,
Null,
4269,
14234,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2278 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2006-07-14'),
'2006.392',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32141,
'NAD83 / Texas South',
2528,
'projected',
4499,
Null,
4269,
14235,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2279 for equivalent non-metric definition. For onshore applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2006-07-14'),
'2006.392',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32142,
'NAD83 / Utah North',
2258,
'projected',
4499,
Null,
4269,
14331,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS. by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32143,
'NAD83 / Utah Central',
2257,
'projected',
4499,
Null,
4269,
14332,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32144,
'NAD83 / Utah South',
2259,
'projected',
4499,
Null,
4269,
14333,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 3 feet, replaced by NAD83(HARN) / SPCS.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32145,
'NAD83 / Vermont',
1414,
'projected',
4499,
Null,
4269,
14430,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-01-19'),
'2000.091',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32146,
'NAD83 / Virginia North',
2260,
'projected',
4499,
Null,
4269,
14531,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2283 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32147,
'NAD83 / Virginia South',
2261,
'projected',
4499,
Null,
4269,
14532,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2284 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32148,
'NAD83 / Washington North',
2273,
'projected',
4499,
Null,
4269,
14631,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2285 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32149,
'NAD83 / Washington South',
2274,
'projected',
4499,
Null,
4269,
14632,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2286 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32150,
'NAD83 / West Virginia North',
2264,
'projected',
4499,
Null,
4269,
14731,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26853 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-06-23'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32151,
'NAD83 / West Virginia South',
2265,
'projected',
4499,
Null,
4269,
14732,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See CRS code 26854 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2008-06-23'),
'2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32152,
'NAD83 / Wisconsin North',
2267,
'projected',
4499,
Null,
4269,
14831,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2287 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32153,
'NAD83 / Wisconsin Central',
2266,
'projected',
4499,
Null,
4269,
14832,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2288 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32154,
'NAD83 / Wisconsin South',
2268,
'projected',
4499,
Null,
4269,
14833,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 2289 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32155,
'NAD83 / Wyoming East',
2269,
'projected',
4499,
Null,
4269,
14931,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3736 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2000.091 2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32156,
'NAD83 / Wyoming East Central',
2270,
'projected',
4499,
Null,
4269,
14932,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3737 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2000.091 2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32157,
'NAD83 / Wyoming West Central',
2272,
'projected',
4499,
Null,
4269,
14933,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3738 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2000.091 2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32158,
'NAD83 / Wyoming West',
2271,
'projected',
4499,
Null,
4269,
14934,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'State law defines system in US survey feet. See code 3739 for equivalent non-metric definition. For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('2007-03-13'),
'2000.091 2007.035',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32161,
'NAD83 / Puerto Rico \& Virgin Is.',
2251,
'projected',
4499,
Null,
4269,
15230,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'For applications with an accuracy of better than 1m, replaced by NAD83(HARN) / SPCS.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32164,
'NAD83 / BLM 14N (ftUS)',
3637,
'projected',
4497,
Null,
4269,
15914,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 14N (feet) (code 32064) and NAD83 / UTM zone 14N (code 26914) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32165,
'NAD83 / BLM 15N (ftUS)',
3640,
'projected',
4497,
Null,
4269,
15915,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 15N (feet) (code 32065) and NAD83 / UTM zone 15N (code 26915) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32166,
'NAD83 / BLM 16N (ftUS)',
3641,
'projected',
4497,
Null,
4269,
15916,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 16N (feet) (code 32066) and NAD83 / UTM zone 16N (code 26916) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32167,
'NAD83 / BLM 17N (ftUS)',
3642,
'projected',
4497,
Null,
4269,
15917,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 17N (feet) (code 32067) and NAD83 / UTM zone 17N (code 26917) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32180,
'NAD83 / SCoPQ zone 2',
1420,
'projected',
4499,
Null,
4269,
17700,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32181,
'NAD83 / MTM zone 1',
2226,
'projected',
4496,
Null,
4269,
17701,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32182,
'NAD83 / MTM zone 2',
2227,
'projected',
4496,
Null,
4269,
17702,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32183,
'NAD83 / MTM zone 3',
2275,
'projected',
4496,
Null,
4269,
17703,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 3" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32184,
'NAD83 / MTM zone 4',
2276,
'projected',
4496,
Null,
4269,
17704,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 4" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32185,
'NAD83 / MTM zone 5',
2277,
'projected',
4496,
Null,
4269,
17705,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 5" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32186,
'NAD83 / MTM zone 6',
2278,
'projected',
4496,
Null,
4269,
17706,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 6" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32187,
'NAD83 / MTM zone 7',
1425,
'projected',
4496,
Null,
4269,
17707,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 7" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32188,
'NAD83 / MTM zone 8',
2279,
'projected',
4496,
Null,
4269,
17708,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 8" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32189,
'NAD83 / MTM zone 9',
2280,
'projected',
4496,
Null,
4269,
17709,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 9" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32190,
'NAD83 / MTM zone 10',
2281,
'projected',
4496,
Null,
4269,
17710,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Known in Quebec as "NAD83 / SCoPQ zone 10" with axis 1 and 2 abbreviations of "X" and "Y" respectively.',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32191,
'NAD83 / MTM zone 11',
1432,
'projected',
4400,
Null,
4269,
17711,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32192,
'NAD83 / MTM zone 12',
1433,
'projected',
4400,
Null,
4269,
17712,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32193,
'NAD83 / MTM zone 13',
1434,
'projected',
4400,
Null,
4269,
17713,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32194,
'NAD83 / MTM zone 14',
1435,
'projected',
4400,
Null,
4269,
17714,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32195,
'NAD83 / MTM zone 15',
1436,
'projected',
4400,
Null,
4269,
17715,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32196,
'NAD83 / MTM zone 16',
1437,
'projected',
4400,
Null,
4269,
17716,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32197,
'NAD83 / MTM zone 17',
1438,
'projected',
4400,
Null,
4269,
17717,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32198,
'NAD83 / Quebec Lambert',
1368,
'projected',
4499,
Null,
4269,
19944,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'Service de la Cartographie; Ministere des Ressources Naturelles; Quebec',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32199,
'NAD83 / Louisiana Offshore',
1387,
'projected',
4499,
Null,
4269,
11733,
Null,
Null,
'Not used in oil industry. Usage for other applications is not known.',
'This system is NOT used for oil industry purposes. State law defines system in US survey feet. See code 3453 for equivalent non-metric definition.',
'OGP',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32201,
'WGS 72 / UTM zone 1N',
1873,
'projected',
4400,
Null,
4322,
16001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32202,
'WGS 72 / UTM zone 2N',
1875,
'projected',
4400,
Null,
4322,
16002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32203,
'WGS 72 / UTM zone 3N',
1877,
'projected',
4400,
Null,
4322,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32204,
'WGS 72 / UTM zone 4N',
1879,
'projected',
4400,
Null,
4322,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32205,
'WGS 72 / UTM zone 5N',
1881,
'projected',
4400,
Null,
4322,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32206,
'WGS 72 / UTM zone 6N',
1883,
'projected',
4400,
Null,
4322,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32207,
'WGS 72 / UTM zone 7N',
1885,
'projected',
4400,
Null,
4322,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32208,
'WGS 72 / UTM zone 8N',
1887,
'projected',
4400,
Null,
4322,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32209,
'WGS 72 / UTM zone 9N',
1889,
'projected',
4400,
Null,
4322,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32210,
'WGS 72 / UTM zone 10N',
1891,
'projected',
4400,
Null,
4322,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32211,
'WGS 72 / UTM zone 11N',
1893,
'projected',
4400,
Null,
4322,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32212,
'WGS 72 / UTM zone 12N',
1895,
'projected',
4400,
Null,
4322,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32213,
'WGS 72 / UTM zone 13N',
1897,
'projected',
4400,
Null,
4322,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32214,
'WGS 72 / UTM zone 14N',
1899,
'projected',
4400,
Null,
4322,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32215,
'WGS 72 / UTM zone 15N',
1901,
'projected',
4400,
Null,
4322,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32216,
'WGS 72 / UTM zone 16N',
1903,
'projected',
4400,
Null,
4322,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32217,
'WGS 72 / UTM zone 17N',
1905,
'projected',
4400,
Null,
4322,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32218,
'WGS 72 / UTM zone 18N',
1907,
'projected',
4400,
Null,
4322,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32219,
'WGS 72 / UTM zone 19N',
1909,
'projected',
4400,
Null,
4322,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32220,
'WGS 72 / UTM zone 20N',
1911,
'projected',
4400,
Null,
4322,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32221,
'WGS 72 / UTM zone 21N',
1913,
'projected',
4400,
Null,
4322,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32222,
'WGS 72 / UTM zone 22N',
1915,
'projected',
4400,
Null,
4322,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32223,
'WGS 72 / UTM zone 23N',
1917,
'projected',
4400,
Null,
4322,
16023,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32224,
'WGS 72 / UTM zone 24N',
1919,
'projected',
4400,
Null,
4322,
16024,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32225,
'WGS 72 / UTM zone 25N',
1921,
'projected',
4400,
Null,
4322,
16025,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32226,
'WGS 72 / UTM zone 26N',
1923,
'projected',
4400,
Null,
4322,
16026,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32227,
'WGS 72 / UTM zone 27N',
1925,
'projected',
4400,
Null,
4322,
16027,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32228,
'WGS 72 / UTM zone 28N',
1927,
'projected',
4400,
Null,
4322,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32229,
'WGS 72 / UTM zone 29N',
1929,
'projected',
4400,
Null,
4322,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32230,
'WGS 72 / UTM zone 30N',
1931,
'projected',
4400,
Null,
4322,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32231,
'WGS 72 / UTM zone 31N',
1933,
'projected',
4400,
Null,
4322,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32232,
'WGS 72 / UTM zone 32N',
1935,
'projected',
4400,
Null,
4322,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32233,
'WGS 72 / UTM zone 33N',
1937,
'projected',
4400,
Null,
4322,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32234,
'WGS 72 / UTM zone 34N',
1939,
'projected',
4400,
Null,
4322,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32235,
'WGS 72 / UTM zone 35N',
1941,
'projected',
4400,
Null,
4322,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32236,
'WGS 72 / UTM zone 36N',
1943,
'projected',
4400,
Null,
4322,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32237,
'WGS 72 / UTM zone 37N',
1945,
'projected',
4400,
Null,
4322,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32238,
'WGS 72 / UTM zone 38N',
1947,
'projected',
4400,
Null,
4322,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32239,
'WGS 72 / UTM zone 39N',
1949,
'projected',
4400,
Null,
4322,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32240,
'WGS 72 / UTM zone 40N',
1951,
'projected',
4400,
Null,
4322,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32241,
'WGS 72 / UTM zone 41N',
1953,
'projected',
4400,
Null,
4322,
16041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32242,
'WGS 72 / UTM zone 42N',
1955,
'projected',
4400,
Null,
4322,
16042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32243,
'WGS 72 / UTM zone 43N',
1957,
'projected',
4400,
Null,
4322,
16043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32244,
'WGS 72 / UTM zone 44N',
1959,
'projected',
4400,
Null,
4322,
16044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32245,
'WGS 72 / UTM zone 45N',
1961,
'projected',
4400,
Null,
4322,
16045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32246,
'WGS 72 / UTM zone 46N',
1963,
'projected',
4400,
Null,
4322,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32247,
'WGS 72 / UTM zone 47N',
1965,
'projected',
4400,
Null,
4322,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32248,
'WGS 72 / UTM zone 48N',
1967,
'projected',
4400,
Null,
4322,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32249,
'WGS 72 / UTM zone 49N',
1969,
'projected',
4400,
Null,
4322,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32250,
'WGS 72 / UTM zone 50N',
1971,
'projected',
4400,
Null,
4322,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32251,
'WGS 72 / UTM zone 51N',
1973,
'projected',
4400,
Null,
4322,
16051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32252,
'WGS 72 / UTM zone 52N',
1975,
'projected',
4400,
Null,
4322,
16052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32253,
'WGS 72 / UTM zone 53N',
1977,
'projected',
4400,
Null,
4322,
16053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32254,
'WGS 72 / UTM zone 54N',
1979,
'projected',
4400,
Null,
4322,
16054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32255,
'WGS 72 / UTM zone 55N',
1981,
'projected',
4400,
Null,
4322,
16055,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32256,
'WGS 72 / UTM zone 56N',
1983,
'projected',
4400,
Null,
4322,
16056,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32257,
'WGS 72 / UTM zone 57N',
1985,
'projected',
4400,
Null,
4322,
16057,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32258,
'WGS 72 / UTM zone 58N',
1987,
'projected',
4400,
Null,
4322,
16058,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32259,
'WGS 72 / UTM zone 59N',
1989,
'projected',
4400,
Null,
4322,
16059,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32260,
'WGS 72 / UTM zone 60N',
1991,
'projected',
4400,
Null,
4322,
16060,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32301,
'WGS 72 / UTM zone 1S',
1874,
'projected',
4400,
Null,
4322,
16101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32302,
'WGS 72 / UTM zone 2S',
1876,
'projected',
4400,
Null,
4322,
16102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32303,
'WGS 72 / UTM zone 3S',
1878,
'projected',
4400,
Null,
4322,
16103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32304,
'WGS 72 / UTM zone 4S',
1880,
'projected',
4400,
Null,
4322,
16104,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32305,
'WGS 72 / UTM zone 5S',
1882,
'projected',
4400,
Null,
4322,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32306,
'WGS 72 / UTM zone 6S',
1884,
'projected',
4400,
Null,
4322,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32307,
'WGS 72 / UTM zone 7S',
1886,
'projected',
4400,
Null,
4322,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32308,
'WGS 72 / UTM zone 8S',
1888,
'projected',
4400,
Null,
4322,
16108,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32309,
'WGS 72 / UTM zone 9S',
1890,
'projected',
4400,
Null,
4322,
16109,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32310,
'WGS 72 / UTM zone 10S',
1892,
'projected',
4400,
Null,
4322,
16110,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32311,
'WGS 72 / UTM zone 11S',
1894,
'projected',
4400,
Null,
4322,
16111,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32312,
'WGS 72 / UTM zone 12S',
1896,
'projected',
4400,
Null,
4322,
16112,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32313,
'WGS 72 / UTM zone 13S',
1898,
'projected',
4400,
Null,
4322,
16113,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32314,
'WGS 72 / UTM zone 14S',
1900,
'projected',
4400,
Null,
4322,
16114,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32315,
'WGS 72 / UTM zone 15S',
1902,
'projected',
4400,
Null,
4322,
16115,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32316,
'WGS 72 / UTM zone 16S',
1904,
'projected',
4400,
Null,
4322,
16116,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32317,
'WGS 72 / UTM zone 17S',
1906,
'projected',
4400,
Null,
4322,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32318,
'WGS 72 / UTM zone 18S',
1908,
'projected',
4400,
Null,
4322,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32319,
'WGS 72 / UTM zone 19S',
1910,
'projected',
4400,
Null,
4322,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32320,
'WGS 72 / UTM zone 20S',
1912,
'projected',
4400,
Null,
4322,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32321,
'WGS 72 / UTM zone 21S',
1914,
'projected',
4400,
Null,
4322,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32322,
'WGS 72 / UTM zone 22S',
1916,
'projected',
4400,
Null,
4322,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32323,
'WGS 72 / UTM zone 23S',
1918,
'projected',
4400,
Null,
4322,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32324,
'WGS 72 / UTM zone 24S',
1920,
'projected',
4400,
Null,
4322,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32325,
'WGS 72 / UTM zone 25S',
1922,
'projected',
4400,
Null,
4322,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32326,
'WGS 72 / UTM zone 26S',
1924,
'projected',
4400,
Null,
4322,
16126,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32327,
'WGS 72 / UTM zone 27S',
1926,
'projected',
4400,
Null,
4322,
16127,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32328,
'WGS 72 / UTM zone 28S',
1928,
'projected',
4400,
Null,
4322,
16128,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32329,
'WGS 72 / UTM zone 29S',
1930,
'projected',
4400,
Null,
4322,
16129,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32330,
'WGS 72 / UTM zone 30S',
1932,
'projected',
4400,
Null,
4322,
16130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32331,
'WGS 72 / UTM zone 31S',
1934,
'projected',
4400,
Null,
4322,
16131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32332,
'WGS 72 / UTM zone 32S',
1936,
'projected',
4400,
Null,
4322,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32333,
'WGS 72 / UTM zone 33S',
1938,
'projected',
4400,
Null,
4322,
16133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32334,
'WGS 72 / UTM zone 34S',
1940,
'projected',
4400,
Null,
4322,
16134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32335,
'WGS 72 / UTM zone 35S',
1942,
'projected',
4400,
Null,
4322,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32336,
'WGS 72 / UTM zone 36S',
1944,
'projected',
4400,
Null,
4322,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32337,
'WGS 72 / UTM zone 37S',
1946,
'projected',
4400,
Null,
4322,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32338,
'WGS 72 / UTM zone 38S',
1948,
'projected',
4400,
Null,
4322,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32339,
'WGS 72 / UTM zone 39S',
1950,
'projected',
4400,
Null,
4322,
16139,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32340,
'WGS 72 / UTM zone 40S',
1952,
'projected',
4400,
Null,
4322,
16140,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32341,
'WGS 72 / UTM zone 41S',
1954,
'projected',
4400,
Null,
4322,
16141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32342,
'WGS 72 / UTM zone 42S',
1956,
'projected',
4400,
Null,
4322,
16142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32343,
'WGS 72 / UTM zone 43S',
1958,
'projected',
4400,
Null,
4322,
16143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32344,
'WGS 72 / UTM zone 44S',
1960,
'projected',
4400,
Null,
4322,
16144,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32345,
'WGS 72 / UTM zone 45S',
1962,
'projected',
4400,
Null,
4322,
16145,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32346,
'WGS 72 / UTM zone 46S',
1964,
'projected',
4400,
Null,
4322,
16146,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32347,
'WGS 72 / UTM zone 47S',
1966,
'projected',
4400,
Null,
4322,
16147,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32348,
'WGS 72 / UTM zone 48S',
1968,
'projected',
4400,
Null,
4322,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32349,
'WGS 72 / UTM zone 49S',
1970,
'projected',
4400,
Null,
4322,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32350,
'WGS 72 / UTM zone 50S',
1972,
'projected',
4400,
Null,
4322,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32351,
'WGS 72 / UTM zone 51S',
1974,
'projected',
4400,
Null,
4322,
16151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32352,
'WGS 72 / UTM zone 52S',
1976,
'projected',
4400,
Null,
4322,
16152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32353,
'WGS 72 / UTM zone 53S',
1978,
'projected',
4400,
Null,
4322,
16153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32354,
'WGS 72 / UTM zone 54S',
1980,
'projected',
4400,
Null,
4322,
16154,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32355,
'WGS 72 / UTM zone 55S',
1982,
'projected',
4400,
Null,
4322,
16155,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32356,
'WGS 72 / UTM zone 56S',
1984,
'projected',
4400,
Null,
4322,
16156,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32357,
'WGS 72 / UTM zone 57S',
1986,
'projected',
4400,
Null,
4322,
16157,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32358,
'WGS 72 / UTM zone 58S',
1988,
'projected',
4400,
Null,
4322,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32359,
'WGS 72 / UTM zone 59S',
1990,
'projected',
4400,
Null,
4322,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32360,
'WGS 72 / UTM zone 60S',
1992,
'projected',
4400,
Null,
4322,
16160,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32401,
'WGS 72BE / UTM zone 1N',
1873,
'projected',
4400,
Null,
4324,
16001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32402,
'WGS 72BE / UTM zone 2N',
1876,
'projected',
4400,
Null,
4324,
16002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32403,
'WGS 72BE / UTM zone 3N',
1877,
'projected',
4400,
Null,
4324,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32404,
'WGS 72BE / UTM zone 4N',
1879,
'projected',
4400,
Null,
4324,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32405,
'WGS 72BE / UTM zone 5N',
1881,
'projected',
4400,
Null,
4324,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32406,
'WGS 72BE / UTM zone 6N',
1883,
'projected',
4400,
Null,
4324,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32407,
'WGS 72BE / UTM zone 7N',
1885,
'projected',
4400,
Null,
4324,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32408,
'WGS 72BE / UTM zone 8N',
1887,
'projected',
4400,
Null,
4324,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32409,
'WGS 72BE / UTM zone 9N',
1889,
'projected',
4400,
Null,
4324,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32410,
'WGS 72BE / UTM zone 10N',
1891,
'projected',
4400,
Null,
4324,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32411,
'WGS 72BE / UTM zone 11N',
1893,
'projected',
4400,
Null,
4324,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32412,
'WGS 72BE / UTM zone 12N',
1895,
'projected',
4400,
Null,
4324,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32413,
'WGS 72BE / UTM zone 13N',
1897,
'projected',
4400,
Null,
4324,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32414,
'WGS 72BE / UTM zone 14N',
1899,
'projected',
4400,
Null,
4324,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32415,
'WGS 72BE / UTM zone 15N',
1901,
'projected',
4400,
Null,
4324,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32416,
'WGS 72BE / UTM zone 16N',
1903,
'projected',
4400,
Null,
4324,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32417,
'WGS 72BE / UTM zone 17N',
1905,
'projected',
4400,
Null,
4324,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32418,
'WGS 72BE / UTM zone 18N',
1907,
'projected',
4400,
Null,
4324,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32419,
'WGS 72BE / UTM zone 19N',
1909,
'projected',
4400,
Null,
4324,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32420,
'WGS 72BE / UTM zone 20N',
1911,
'projected',
4400,
Null,
4324,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32421,
'WGS 72BE / UTM zone 21N',
1913,
'projected',
4400,
Null,
4324,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32422,
'WGS 72BE / UTM zone 22N',
1915,
'projected',
4400,
Null,
4324,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32423,
'WGS 72BE / UTM zone 23N',
1917,
'projected',
4400,
Null,
4324,
16023,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32424,
'WGS 72BE / UTM zone 24N',
1919,
'projected',
4400,
Null,
4324,
16024,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32425,
'WGS 72BE / UTM zone 25N',
1921,
'projected',
4400,
Null,
4324,
16025,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32426,
'WGS 72BE / UTM zone 26N',
1923,
'projected',
4400,
Null,
4324,
16026,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32427,
'WGS 72BE / UTM zone 27N',
1925,
'projected',
4400,
Null,
4324,
16027,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32428,
'WGS 72BE / UTM zone 28N',
1927,
'projected',
4400,
Null,
4324,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32429,
'WGS 72BE / UTM zone 29N',
1929,
'projected',
4400,
Null,
4324,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32430,
'WGS 72BE / UTM zone 30N',
1931,
'projected',
4400,
Null,
4324,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32431,
'WGS 72BE / UTM zone 31N',
1933,
'projected',
4400,
Null,
4324,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32432,
'WGS 72BE / UTM zone 32N',
1935,
'projected',
4400,
Null,
4324,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32433,
'WGS 72BE / UTM zone 33N',
3464,
'projected',
4400,
Null,
4324,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by ExxonMobil for exploration and production activities.',
'',
'OGP',
TO_DATE('2006-09-22'),
'2006.540',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32434,
'WGS 72BE / UTM zone 34N',
3465,
'projected',
4400,
Null,
4324,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'Used by ExxonMobil for exploration and production activities.',
'',
'OGP',
TO_DATE('2006-09-22'),
'2006.540',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32435,
'WGS 72BE / UTM zone 35N',
1941,
'projected',
4400,
Null,
4324,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32436,
'WGS 72BE / UTM zone 36N',
1943,
'projected',
4400,
Null,
4324,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32437,
'WGS 72BE / UTM zone 37N',
1945,
'projected',
4400,
Null,
4324,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32438,
'WGS 72BE / UTM zone 38N',
1947,
'projected',
4400,
Null,
4324,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32439,
'WGS 72BE / UTM zone 39N',
1949,
'projected',
4400,
Null,
4324,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32440,
'WGS 72BE / UTM zone 40N',
1951,
'projected',
4400,
Null,
4324,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32441,
'WGS 72BE / UTM zone 41N',
1953,
'projected',
4400,
Null,
4324,
16041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32442,
'WGS 72BE / UTM zone 42N',
1955,
'projected',
4400,
Null,
4324,
16042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32443,
'WGS 72BE / UTM zone 43N',
1957,
'projected',
4400,
Null,
4324,
16043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32444,
'WGS 72BE / UTM zone 44N',
1959,
'projected',
4400,
Null,
4324,
16044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32445,
'WGS 72BE / UTM zone 45N',
1961,
'projected',
4400,
Null,
4324,
16045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32446,
'WGS 72BE / UTM zone 46N',
1963,
'projected',
4400,
Null,
4324,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32447,
'WGS 72BE / UTM zone 47N',
1965,
'projected',
4400,
Null,
4324,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32448,
'WGS 72BE / UTM zone 48N',
1993,
'projected',
4400,
Null,
4324,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32449,
'WGS 72BE / UTM zone 49N',
1994,
'projected',
4400,
Null,
4324,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32450,
'WGS 72BE / UTM zone 50N',
1971,
'projected',
4400,
Null,
4324,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32451,
'WGS 72BE / UTM zone 51N',
1973,
'projected',
4400,
Null,
4324,
16051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32452,
'WGS 72BE / UTM zone 52N',
1975,
'projected',
4400,
Null,
4324,
16052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32453,
'WGS 72BE / UTM zone 53N',
1977,
'projected',
4400,
Null,
4324,
16053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32454,
'WGS 72BE / UTM zone 54N',
1979,
'projected',
4400,
Null,
4324,
16054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32455,
'WGS 72BE / UTM zone 55N',
1981,
'projected',
4400,
Null,
4324,
16055,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32456,
'WGS 72BE / UTM zone 56N',
1983,
'projected',
4400,
Null,
4324,
16056,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32457,
'WGS 72BE / UTM zone 57N',
1985,
'projected',
4400,
Null,
4324,
16057,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32458,
'WGS 72BE / UTM zone 58N',
1987,
'projected',
4400,
Null,
4324,
16058,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32459,
'WGS 72BE / UTM zone 59N',
1989,
'projected',
4400,
Null,
4324,
16059,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32460,
'WGS 72BE / UTM zone 60N',
1991,
'projected',
4400,
Null,
4324,
16060,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32501,
'WGS 72BE / UTM zone 1S',
1874,
'projected',
4400,
Null,
4324,
16101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32502,
'WGS 72BE / UTM zone 2S',
1876,
'projected',
4400,
Null,
4324,
16102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32503,
'WGS 72BE / UTM zone 3S',
1878,
'projected',
4400,
Null,
4324,
16103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32504,
'WGS 72BE / UTM zone 4S',
1880,
'projected',
4400,
Null,
4324,
16104,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32505,
'WGS 72BE / UTM zone 5S',
1882,
'projected',
4400,
Null,
4324,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32506,
'WGS 72BE / UTM zone 6S',
1884,
'projected',
4400,
Null,
4324,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32507,
'WGS 72BE / UTM zone 7S',
1886,
'projected',
4400,
Null,
4324,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32508,
'WGS 72BE / UTM zone 8S',
1888,
'projected',
4400,
Null,
4324,
16108,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32509,
'WGS 72BE / UTM zone 9S',
1890,
'projected',
4400,
Null,
4324,
16109,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32510,
'WGS 72BE / UTM zone 10S',
1892,
'projected',
4400,
Null,
4324,
16110,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32511,
'WGS 72BE / UTM zone 11S',
1894,
'projected',
4400,
Null,
4324,
16111,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32512,
'WGS 72BE / UTM zone 12S',
1896,
'projected',
4400,
Null,
4324,
16112,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32513,
'WGS 72BE / UTM zone 13S',
1898,
'projected',
4400,
Null,
4324,
16113,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32514,
'WGS 72BE / UTM zone 14S',
1900,
'projected',
4400,
Null,
4324,
16114,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32515,
'WGS 72BE / UTM zone 15S',
1902,
'projected',
4400,
Null,
4324,
16115,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32516,
'WGS 72BE / UTM zone 16S',
1904,
'projected',
4400,
Null,
4324,
16116,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32517,
'WGS 72BE / UTM zone 17S',
1906,
'projected',
4400,
Null,
4324,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32518,
'WGS 72BE / UTM zone 18S',
1908,
'projected',
4400,
Null,
4324,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32519,
'WGS 72BE / UTM zone 19S',
1910,
'projected',
4400,
Null,
4324,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32520,
'WGS 72BE / UTM zone 20S',
1912,
'projected',
4400,
Null,
4324,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32521,
'WGS 72BE / UTM zone 21S',
1914,
'projected',
4400,
Null,
4324,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32522,
'WGS 72BE / UTM zone 22S',
1916,
'projected',
4400,
Null,
4324,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32523,
'WGS 72BE / UTM zone 23S',
1918,
'projected',
4400,
Null,
4324,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32524,
'WGS 72BE / UTM zone 24S',
1920,
'projected',
4400,
Null,
4324,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32525,
'WGS 72BE / UTM zone 25S',
1922,
'projected',
4400,
Null,
4324,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32526,
'WGS 72BE / UTM zone 26S',
1924,
'projected',
4400,
Null,
4324,
16126,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32527,
'WGS 72BE / UTM zone 27S',
1926,
'projected',
4400,
Null,
4324,
16127,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32528,
'WGS 72BE / UTM zone 28S',
1928,
'projected',
4400,
Null,
4324,
16128,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32529,
'WGS 72BE / UTM zone 29S',
1930,
'projected',
4400,
Null,
4324,
16129,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32530,
'WGS 72BE / UTM zone 30S',
1932,
'projected',
4400,
Null,
4324,
16130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32531,
'WGS 72BE / UTM zone 31S',
1934,
'projected',
4400,
Null,
4324,
16131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32532,
'WGS 72BE / UTM zone 32S',
1936,
'projected',
4400,
Null,
4324,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32533,
'WGS 72BE / UTM zone 33S',
1938,
'projected',
4400,
Null,
4324,
16133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32534,
'WGS 72BE / UTM zone 34S',
1940,
'projected',
4400,
Null,
4324,
16134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32535,
'WGS 72BE / UTM zone 35S',
1942,
'projected',
4400,
Null,
4324,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32536,
'WGS 72BE / UTM zone 36S',
1944,
'projected',
4400,
Null,
4324,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32537,
'WGS 72BE / UTM zone 37S',
1946,
'projected',
4400,
Null,
4324,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32538,
'WGS 72BE / UTM zone 38S',
1948,
'projected',
4400,
Null,
4324,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32539,
'WGS 72BE / UTM zone 39S',
1950,
'projected',
4400,
Null,
4324,
16139,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32540,
'WGS 72BE / UTM zone 40S',
1952,
'projected',
4400,
Null,
4324,
16140,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32541,
'WGS 72BE / UTM zone 41S',
1954,
'projected',
4400,
Null,
4324,
16141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32542,
'WGS 72BE / UTM zone 42S',
1956,
'projected',
4400,
Null,
4324,
16142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32543,
'WGS 72BE / UTM zone 43S',
1958,
'projected',
4400,
Null,
4324,
16143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32544,
'WGS 72BE / UTM zone 44S',
1960,
'projected',
4400,
Null,
4324,
16144,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32545,
'WGS 72BE / UTM zone 45S',
1962,
'projected',
4400,
Null,
4324,
16145,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32546,
'WGS 72BE / UTM zone 46S',
1964,
'projected',
4400,
Null,
4324,
16146,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32547,
'WGS 72BE / UTM zone 47S',
1966,
'projected',
4400,
Null,
4324,
16147,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32548,
'WGS 72BE / UTM zone 48S',
1968,
'projected',
4400,
Null,
4324,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32549,
'WGS 72BE / UTM zone 49S',
1995,
'projected',
4400,
Null,
4324,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32550,
'WGS 72BE / UTM zone 50S',
1972,
'projected',
4400,
Null,
4324,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32551,
'WGS 72BE / UTM zone 51S',
1974,
'projected',
4400,
Null,
4324,
16151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32552,
'WGS 72BE / UTM zone 52S',
1976,
'projected',
4400,
Null,
4324,
16152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32553,
'WGS 72BE / UTM zone 53S',
1978,
'projected',
4400,
Null,
4324,
16153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32554,
'WGS 72BE / UTM zone 54S',
1980,
'projected',
4400,
Null,
4324,
16154,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32555,
'WGS 72BE / UTM zone 55S',
1982,
'projected',
4400,
Null,
4324,
16155,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32556,
'WGS 72BE / UTM zone 56S',
1984,
'projected',
4400,
Null,
4324,
16156,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32557,
'WGS 72BE / UTM zone 57S',
1986,
'projected',
4400,
Null,
4324,
16157,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32558,
'WGS 72BE / UTM zone 58S',
1988,
'projected',
4400,
Null,
4324,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32559,
'WGS 72BE / UTM zone 59S',
1990,
'projected',
4400,
Null,
4324,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32560,
'WGS 72BE / UTM zone 60S',
1992,
'projected',
4400,
Null,
4324,
16160,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32600,
'WGS 84 / UTM grid system (northern hemisphere)',
1998,
'projected',
4400,
Null,
4326,
16000,
Null,
Null,
'For strict use within zone boundaries',
'Use WGS 84 / UTM zone xx N (codes 32601-32660) for use outwith zone boundary or when easting is not prefixed by zone number.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32601,
'WGS 84 / UTM zone 1N',
2000,
'projected',
4400,
Null,
4326,
16001,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32602,
'WGS 84 / UTM zone 2N',
2002,
'projected',
4400,
Null,
4326,
16002,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32603,
'WGS 84 / UTM zone 3N',
2004,
'projected',
4400,
Null,
4326,
16003,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32604,
'WGS 84 / UTM zone 4N',
2006,
'projected',
4400,
Null,
4326,
16004,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32605,
'WGS 84 / UTM zone 5N',
2008,
'projected',
4400,
Null,
4326,
16005,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32606,
'WGS 84 / UTM zone 6N',
2010,
'projected',
4400,
Null,
4326,
16006,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32607,
'WGS 84 / UTM zone 7N',
2012,
'projected',
4400,
Null,
4326,
16007,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32608,
'WGS 84 / UTM zone 8N',
2014,
'projected',
4400,
Null,
4326,
16008,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32609,
'WGS 84 / UTM zone 9N',
2016,
'projected',
4400,
Null,
4326,
16009,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32610,
'WGS 84 / UTM zone 10N',
2018,
'projected',
4400,
Null,
4326,
16010,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32611,
'WGS 84 / UTM zone 11N',
2020,
'projected',
4400,
Null,
4326,
16011,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32612,
'WGS 84 / UTM zone 12N',
2022,
'projected',
4400,
Null,
4326,
16012,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32613,
'WGS 84 / UTM zone 13N',
2024,
'projected',
4400,
Null,
4326,
16013,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32614,
'WGS 84 / UTM zone 14N',
2026,
'projected',
4400,
Null,
4326,
16014,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32615,
'WGS 84 / UTM zone 15N',
2028,
'projected',
4400,
Null,
4326,
16015,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32616,
'WGS 84 / UTM zone 16N',
2030,
'projected',
4400,
Null,
4326,
16016,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32617,
'WGS 84 / UTM zone 17N',
2032,
'projected',
4400,
Null,
4326,
16017,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32618,
'WGS 84 / UTM zone 18N',
2034,
'projected',
4400,
Null,
4326,
16018,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32619,
'WGS 84 / UTM zone 19N',
2036,
'projected',
4400,
Null,
4326,
16019,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32620,
'WGS 84 / UTM zone 20N',
2038,
'projected',
4400,
Null,
4326,
16020,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32621,
'WGS 84 / UTM zone 21N',
2040,
'projected',
4400,
Null,
4326,
16021,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32622,
'WGS 84 / UTM zone 22N',
2042,
'projected',
4400,
Null,
4326,
16022,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32623,
'WGS 84 / UTM zone 23N',
2044,
'projected',
4400,
Null,
4326,
16023,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32624,
'WGS 84 / UTM zone 24N',
2046,
'projected',
4400,
Null,
4326,
16024,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32625,
'WGS 84 / UTM zone 25N',
2048,
'projected',
4400,
Null,
4326,
16025,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32626,
'WGS 84 / UTM zone 26N',
2050,
'projected',
4400,
Null,
4326,
16026,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32627,
'WGS 84 / UTM zone 27N',
2052,
'projected',
4400,
Null,
4326,
16027,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32628,
'WGS 84 / UTM zone 28N',
2054,
'projected',
4400,
Null,
4326,
16028,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32629,
'WGS 84 / UTM zone 29N',
2056,
'projected',
4400,
Null,
4326,
16029,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32630,
'WGS 84 / UTM zone 30N',
2058,
'projected',
4400,
Null,
4326,
16030,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32631,
'WGS 84 / UTM zone 31N',
2060,
'projected',
4400,
Null,
4326,
16031,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32632,
'WGS 84 / UTM zone 32N',
2062,
'projected',
4400,
Null,
4326,
16032,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32633,
'WGS 84 / UTM zone 33N',
2064,
'projected',
4400,
Null,
4326,
16033,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32634,
'WGS 84 / UTM zone 34N',
2066,
'projected',
4400,
Null,
4326,
16034,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32635,
'WGS 84 / UTM zone 35N',
2068,
'projected',
4400,
Null,
4326,
16035,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Moldova used with axes reversed - use CRS code 4037.',
'',
'OGP',
TO_DATE('2009-06-02'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32636,
'WGS 84 / UTM zone 36N',
2070,
'projected',
4400,
Null,
4326,
16036,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'In Moldova used with axes reversed - use CRS code 4038.',
'',
'OGP',
TO_DATE('2009-06-02'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32637,
'WGS 84 / UTM zone 37N',
2072,
'projected',
4400,
Null,
4326,
16037,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32638,
'WGS 84 / UTM zone 38N',
2074,
'projected',
4400,
Null,
4326,
16038,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32639,
'WGS 84 / UTM zone 39N',
2076,
'projected',
4400,
Null,
4326,
16039,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32640,
'WGS 84 / UTM zone 40N',
2078,
'projected',
4400,
Null,
4326,
16040,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32641,
'WGS 84 / UTM zone 41N',
2080,
'projected',
4400,
Null,
4326,
16041,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32642,
'WGS 84 / UTM zone 42N',
2082,
'projected',
4400,
Null,
4326,
16042,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32643,
'WGS 84 / UTM zone 43N',
2084,
'projected',
4400,
Null,
4326,
16043,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32644,
'WGS 84 / UTM zone 44N',
2086,
'projected',
4400,
Null,
4326,
16044,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32645,
'WGS 84 / UTM zone 45N',
2088,
'projected',
4400,
Null,
4326,
16045,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32646,
'WGS 84 / UTM zone 46N',
2090,
'projected',
4400,
Null,
4326,
16046,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32647,
'WGS 84 / UTM zone 47N',
2092,
'projected',
4400,
Null,
4326,
16047,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32648,
'WGS 84 / UTM zone 48N',
2094,
'projected',
4400,
Null,
4326,
16048,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32649,
'WGS 84 / UTM zone 49N',
2096,
'projected',
4400,
Null,
4326,
16049,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32650,
'WGS 84 / UTM zone 50N',
2098,
'projected',
4400,
Null,
4326,
16050,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32651,
'WGS 84 / UTM zone 51N',
2100,
'projected',
4400,
Null,
4326,
16051,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32652,
'WGS 84 / UTM zone 52N',
2102,
'projected',
4400,
Null,
4326,
16052,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32653,
'WGS 84 / UTM zone 53N',
2104,
'projected',
4400,
Null,
4326,
16053,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32654,
'WGS 84 / UTM zone 54N',
2106,
'projected',
4400,
Null,
4326,
16054,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32655,
'WGS 84 / UTM zone 55N',
2108,
'projected',
4400,
Null,
4326,
16055,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32656,
'WGS 84 / UTM zone 56N',
2110,
'projected',
4400,
Null,
4326,
16056,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32657,
'WGS 84 / UTM zone 57N',
2112,
'projected',
4400,
Null,
4326,
16057,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32658,
'WGS 84 / UTM zone 58N',
2114,
'projected',
4400,
Null,
4326,
16058,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32659,
'WGS 84 / UTM zone 59N',
2116,
'projected',
4400,
Null,
4326,
16059,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32660,
'WGS 84 / UTM zone 60N',
2118,
'projected',
4400,
Null,
4326,
16060,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32661,
'WGS 84 / UPS North (N,E)',
1996,
'projected',
4493,
Null,
4326,
16061,
Null,
Null,
'Military mapping.',
'See CRS 5041 for a similar system used by NATO having axes and coordinates in the order Easting-Northing.',
'DMA TR8358.2',
'OGP',
TO_DATE('2010-03-30'),
'2002.930 2010.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32662,
'WGS 84 / Plate Carree',
1262,
'projected',
4499,
Null,
4326,
19968,
Null,
Null,
'Graticule coordinates expressed in simple Cartesian form.',
'Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carree method: here the grid units are metres.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32663,
'WGS 84 / World Equidistant Cylindrical',
1262,
'projected',
4499,
Null,
4326,
19846,
Null,
Null,
'Graticule coordinates expressed in simple Cartesian form.',
'Origin is at intersection of equator and Greenwich meridian. Note: this is not the same as plotting unrectified graticule coordinates on a computer display using the so-called pseudo Plate Carree method: here the grid units are metres.',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2009.023',
1,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32664,
'WGS 84 / BLM 14N (ftUS)',
2171,
'projected',
4497,
Null,
4326,
15914,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 14N (feet) (code 32064) and WGS 84 / UTM zone 14N (code 32614) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2006-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32665,
'WGS 84 / BLM 15N (ftUS)',
2172,
'projected',
4497,
Null,
4326,
15915,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 15N (feet) (code 32065) and WGS 84 / UTM zone 15N (code 32615) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2006-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32666,
'WGS 84 / BLM 16N (ftUS)',
2173,
'projected',
4497,
Null,
4326,
15916,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 16N (feet) (code 32066) and WGS 84 / UTM zone 16N (code 32616) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2006-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32667,
'WGS 84 / BLM 17N (ftUS)',
2174,
'projected',
4497,
Null,
4326,
15917,
Null,
Null,
'No official usage.',
'See NAD27 / BLM 17N (feet) (code 32067) and WGS 84 / UTM zone 17N (code 32617) for systems used in US Gulf of Mexico oil operations.',
'OGP',
'OGP',
TO_DATE('2006-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32700,
'WGS 84 / UTM grid system (southern hemisphere)',
1999,
'projected',
4400,
Null,
4326,
16100,
Null,
Null,
'For strict use within zone boundaries',
'Use WGS 84 / UTM zone xx S (codes 32701-32760) for use outwith zone boundary or when easting is not prefixed by zone number.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32701,
'WGS 84 / UTM zone 1S',
2001,
'projected',
4400,
Null,
4326,
16101,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32702,
'WGS 84 / UTM zone 2S',
2003,
'projected',
4400,
Null,
4326,
16102,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32703,
'WGS 84 / UTM zone 3S',
2005,
'projected',
4400,
Null,
4326,
16103,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32704,
'WGS 84 / UTM zone 4S',
2007,
'projected',
4400,
Null,
4326,
16104,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32705,
'WGS 84 / UTM zone 5S',
2009,
'projected',
4400,
Null,
4326,
16105,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32706,
'WGS 84 / UTM zone 6S',
2011,
'projected',
4400,
Null,
4326,
16106,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32707,
'WGS 84 / UTM zone 7S',
2013,
'projected',
4400,
Null,
4326,
16107,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32708,
'WGS 84 / UTM zone 8S',
2015,
'projected',
4400,
Null,
4326,
16108,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32709,
'WGS 84 / UTM zone 9S',
2017,
'projected',
4400,
Null,
4326,
16109,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32710,
'WGS 84 / UTM zone 10S',
2019,
'projected',
4400,
Null,
4326,
16110,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32711,
'WGS 84 / UTM zone 11S',
2021,
'projected',
4400,
Null,
4326,
16111,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32712,
'WGS 84 / UTM zone 12S',
2023,
'projected',
4400,
Null,
4326,
16112,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32713,
'WGS 84 / UTM zone 13S',
2025,
'projected',
4400,
Null,
4326,
16113,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32714,
'WGS 84 / UTM zone 14S',
2027,
'projected',
4400,
Null,
4326,
16114,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32715,
'WGS 84 / UTM zone 15S',
2029,
'projected',
4400,
Null,
4326,
16115,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32716,
'WGS 84 / UTM zone 16S',
2031,
'projected',
4400,
Null,
4326,
16116,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32717,
'WGS 84 / UTM zone 17S',
2033,
'projected',
4400,
Null,
4326,
16117,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32718,
'WGS 84 / UTM zone 18S',
2035,
'projected',
4400,
Null,
4326,
16118,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32719,
'WGS 84 / UTM zone 19S',
2037,
'projected',
4400,
Null,
4326,
16119,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32720,
'WGS 84 / UTM zone 20S',
2039,
'projected',
4400,
Null,
4326,
16120,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32721,
'WGS 84 / UTM zone 21S',
2041,
'projected',
4400,
Null,
4326,
16121,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32722,
'WGS 84 / UTM zone 22S',
2043,
'projected',
4400,
Null,
4326,
16122,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32723,
'WGS 84 / UTM zone 23S',
2045,
'projected',
4400,
Null,
4326,
16123,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32724,
'WGS 84 / UTM zone 24S',
2047,
'projected',
4400,
Null,
4326,
16124,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32725,
'WGS 84 / UTM zone 25S',
2049,
'projected',
4400,
Null,
4326,
16125,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32726,
'WGS 84 / UTM zone 26S',
2051,
'projected',
4400,
Null,
4326,
16126,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32727,
'WGS 84 / UTM zone 27S',
2053,
'projected',
4400,
Null,
4326,
16127,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32728,
'WGS 84 / UTM zone 28S',
2055,
'projected',
4400,
Null,
4326,
16128,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32729,
'WGS 84 / UTM zone 29S',
2057,
'projected',
4400,
Null,
4326,
16129,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32730,
'WGS 84 / UTM zone 30S',
2059,
'projected',
4400,
Null,
4326,
16130,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32731,
'WGS 84 / UTM zone 31S',
2061,
'projected',
4400,
Null,
4326,
16131,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32732,
'WGS 84 / UTM zone 32S',
2063,
'projected',
4400,
Null,
4326,
16132,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32733,
'WGS 84 / UTM zone 33S',
2065,
'projected',
4400,
Null,
4326,
16133,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32734,
'WGS 84 / UTM zone 34S',
2067,
'projected',
4400,
Null,
4326,
16134,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32735,
'WGS 84 / UTM zone 35S',
2069,
'projected',
4400,
Null,
4326,
16135,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32736,
'WGS 84 / UTM zone 36S',
2071,
'projected',
4400,
Null,
4326,
16136,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32737,
'WGS 84 / UTM zone 37S',
2073,
'projected',
4400,
Null,
4326,
16137,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32738,
'WGS 84 / UTM zone 38S',
2075,
'projected',
4400,
Null,
4326,
16138,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32739,
'WGS 84 / UTM zone 39S',
2077,
'projected',
4400,
Null,
4326,
16139,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32740,
'WGS 84 / UTM zone 40S',
2079,
'projected',
4400,
Null,
4326,
16140,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32741,
'WGS 84 / UTM zone 41S',
2081,
'projected',
4400,
Null,
4326,
16141,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32742,
'WGS 84 / UTM zone 42S',
2083,
'projected',
4400,
Null,
4326,
16142,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32743,
'WGS 84 / UTM zone 43S',
2085,
'projected',
4400,
Null,
4326,
16143,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32744,
'WGS 84 / UTM zone 44S',
2087,
'projected',
4400,
Null,
4326,
16144,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32745,
'WGS 84 / UTM zone 45S',
2089,
'projected',
4400,
Null,
4326,
16145,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32746,
'WGS 84 / UTM zone 46S',
2091,
'projected',
4400,
Null,
4326,
16146,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32747,
'WGS 84 / UTM zone 47S',
2093,
'projected',
4400,
Null,
4326,
16147,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32748,
'WGS 84 / UTM zone 48S',
2095,
'projected',
4400,
Null,
4326,
16148,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32749,
'WGS 84 / UTM zone 49S',
2097,
'projected',
4400,
Null,
4326,
16149,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32750,
'WGS 84 / UTM zone 50S',
2099,
'projected',
4400,
Null,
4326,
16150,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32751,
'WGS 84 / UTM zone 51S',
2101,
'projected',
4400,
Null,
4326,
16151,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32752,
'WGS 84 / UTM zone 52S',
2103,
'projected',
4400,
Null,
4326,
16152,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32753,
'WGS 84 / UTM zone 53S',
2105,
'projected',
4400,
Null,
4326,
16153,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32754,
'WGS 84 / UTM zone 54S',
2107,
'projected',
4400,
Null,
4326,
16154,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32755,
'WGS 84 / UTM zone 55S',
2109,
'projected',
4400,
Null,
4326,
16155,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32756,
'WGS 84 / UTM zone 56S',
2111,
'projected',
4400,
Null,
4326,
16156,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32757,
'WGS 84 / UTM zone 57S',
2113,
'projected',
4400,
Null,
4326,
16157,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32758,
'WGS 84 / UTM zone 58S',
2115,
'projected',
4400,
Null,
4326,
16158,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32759,
'WGS 84 / UTM zone 59S',
2117,
'projected',
4400,
Null,
4326,
16159,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32760,
'WGS 84 / UTM zone 60S',
2119,
'projected',
4400,
Null,
4326,
16160,
Null,
Null,
'Large and medium scale topographic mapping and engineering survey.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32761,
'WGS 84 / UPS South (N,E)',
1997,
'projected',
4494,
Null,
4326,
16161,
Null,
Null,
'Military mapping.',
'See CRS 5042 for a similar system used by NATO having axes and coordinates in the order Easting-Northing.',
'DMA TR8358.2',
'OGP',
TO_DATE('2010-03-30'),
'2002.930 2010.022',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 32766,
'WGS 84 / TM 36 SE',
1726,
'projected',
4400,
Null,
4326,
16636,
Null,
Null,
'Used for oil exploration by BP Mozambique for Offshore Zambezi block oil exploration.',
'',
'BP Mozambique.',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61206405,
'Greek (deg)',
1106,
'geographic 2D',
6405,
Null,
4120,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4120 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61216405,
'GGRS87 (deg)',
1106,
'geographic 2D',
6405,
Null,
4121,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4121 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61226405,
'ATS77 (deg)',
1283,
'geographic 2D',
6405,
Null,
4122,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4122 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61236405,
'KKJ (deg)',
1095,
'geographic 2D',
6405,
Null,
4123,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4123 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61246405,
'RT90 (deg)',
1225,
'geographic 2D',
6405,
Null,
4124,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4124 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61266405,
'LKS94 (ETRS89) (deg)',
1145,
'geographic 2D',
6405,
Null,
4126,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4126 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61266413,
'LKS94 (ETRS89) (3D deg)',
1145,
'geographic 2D',
6413,
Null,
4355,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4355 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61276405,
'Tete (deg)',
1167,
'geographic 2D',
6405,
Null,
4127,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4127 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61286405,
'Madzansua (deg)',
1315,
'geographic 2D',
6405,
Null,
4128,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4128 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61296405,
'Observatario (deg)',
1329,
'geographic 2D',
6405,
Null,
4129,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4129 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61306405,
'Moznet (deg)',
1167,
'geographic 2D',
6405,
Null,
4130,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4130 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61306413,
'Moznet (3D deg)',
1167,
'geographic 3D',
6413,
Null,
4357,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4357 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61316405,
'Indian 1960 (deg)',
1302,
'geographic 2D',
6405,
Null,
4131,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4131 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61326405,
'FD58 (deg)',
1300,
'geographic 2D',
6405,
Null,
4132,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4132 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61336405,
'EST92 (deg)',
1090,
'geographic 2D',
6405,
Null,
4133,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4133 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61346405,
'PDO Survey Datum 1993 (deg)',
1183,
'geographic 2D',
6405,
Null,
4134,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4134 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61356405,
'Old Hawaiian (deg)',
1334,
'geographic 2D',
6405,
Null,
4135,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4135 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61366405,
'St. Lawrence Island (deg)',
1332,
'geographic 2D',
6405,
Null,
4136,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4136 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61376405,
'St. Paul Island (deg)',
1333,
'geographic 2D',
6405,
Null,
4137,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4137 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61386405,
'St. George Island (deg)',
1331,
'geographic 2D',
6405,
Null,
4138,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4138 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61396405,
'Puerto Rico (deg)',
1335,
'geographic 2D',
6405,
Null,
4139,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4139 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61406405,
'NAD83(CSRS) (deg)',
2784,
'geographic 2D',
6405,
Null,
4140,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4617 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61406413,
'NAD83(CSRS) (3D deg)',
2784,
'geographic 3D',
6413,
Null,
4359,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4359 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61416405,
'Israel (deg)',
2603,
'geographic 2D',
6405,
Null,
4141,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4141 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61426405,
'Locodjo 1965 (deg)',
1075,
'geographic 2D',
6405,
Null,
4142,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4142 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61436405,
'Abidjan 1987 (deg)',
1075,
'geographic 2D',
6405,
Null,
4143,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4143 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61446405,
'Kalianpur 1937 (deg)',
1308,
'geographic 2D',
6405,
Null,
4144,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4144 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61456405,
'Kalianpur 1962 (deg)',
1184,
'geographic 2D',
6405,
Null,
4145,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4145 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61466405,
'Kalianpur 1975 (deg)',
1121,
'geographic 2D',
6405,
Null,
4146,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4146 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61476405,
'Hanoi 1972 (deg)',
1252,
'geographic 2D',
6405,
Null,
4147,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4147 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61486405,
'Hartebeesthoek94 (deg)',
1215,
'geographic 2D',
6405,
Null,
4148,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4148 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61486413,
'Hartebeesthoek94 (3D deg)',
1215,
'geographic 3D',
6413,
Null,
4349,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4349 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61496405,
'CH1903 (deg)',
1286,
'geographic 2D',
6405,
Null,
4149,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4149 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61506405,
'CH1903+ (deg)',
1286,
'geographic 2D',
6405,
Null,
4150,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4150 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61516405,
'CHTRF95 (deg)',
1286,
'geographic 2D',
6405,
Null,
4151,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4151 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61516413,
'CHTRF95 (3D deg)',
1286,
'geographic 3D',
6413,
Null,
4343,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4343 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61526405,
'NAD83(HARN) (deg)',
1337,
'geographic 2D',
6405,
Null,
4152,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4152 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61526413,
'NAD83(HARN) (3D deg)',
1337,
'geographic 3D',
6413,
Null,
4361,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4361 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61536405,
'Rassadiran (deg)',
1338,
'geographic 2D',
6405,
Null,
4153,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4153 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61546405,
'ED50(ED77) (deg)',
1123,
'geographic 2D',
6405,
Null,
4154,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4154 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61556405,
'Dabola 1981 (deg)',
1112,
'geographic 2D',
6405,
Null,
4155,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4155 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61566405,
'S-JTSK (deg)',
1306,
'geographic 2D',
6405,
Null,
4156,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4156 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61576405,
'Mount Dillon (deg)',
1322,
'geographic 2D',
6405,
Null,
4157,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4157 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61586405,
'Naparima 1955 (deg)',
1339,
'geographic 2D',
6405,
Null,
4158,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4158 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61596405,
'ELD79 (deg)',
1143,
'geographic 2D',
6405,
Null,
4159,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4159 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61606405,
'Chos Malal 1914 (deg)',
1292,
'geographic 2D',
6405,
Null,
4160,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4160 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61616405,
'Pampa del Castillo (deg)',
1265,
'geographic 2D',
6405,
Null,
4161,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4161 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61626405,
'Korean 1985 (deg)',
1135,
'geographic 2D',
6405,
Null,
4162,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4162 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61636405,
'Yemen NGN96 (deg)',
1257,
'geographic 2D',
6405,
Null,
4163,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4163 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61636413,
'Yemen NGN96 (3D deg)',
1257,
'geographic 3D',
6413,
Null,
4379,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4379 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61646405,
'South Yemen (deg)',
1340,
'geographic 2D',
6405,
Null,
4164,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4164 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61656405,
'Bissau (deg)',
1113,
'geographic 2D',
6405,
Null,
4165,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4165 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61666405,
'Korean 1995 (deg)',
1135,
'geographic 2D',
6405,
Null,
4166,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4166 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61676405,
'NZGD2000 (deg)',
1175,
'geographic 2D',
6405,
Null,
4167,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4167 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61676413,
'NZGD2000 (3D deg)',
1175,
'geographic 3D',
6413,
Null,
4363,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4363 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61686405,
'Accra (deg)',
1104,
'geographic 2D',
6405,
Null,
4168,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4168 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61696405,
'American Samoa 1962 (deg)',
1027,
'geographic 2D',
6405,
Null,
4169,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4169 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61706405,
'SIRGAS (deg)',
1341,
'geographic 2D',
6405,
Null,
4170,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4170 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61706413,
'SIRGAS (3D deg)',
1341,
'geographic 3D',
6413,
Null,
4375,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4375 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61716405,
'RGF93 (deg)',
1096,
'geographic 2D',
6405,
Null,
4171,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4171 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61716413,
'RGF93 (3D deg)',
1096,
'geographic 3D',
6413,
Null,
4369,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4369 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61736405,
'IRENET95 (deg)',
1305,
'geographic 2D',
6405,
Null,
4173,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4173 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61736413,
'IRENET95 (3D deg)',
1305,
'geographic 3D',
6413,
Null,
4351,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4351 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61746405,
'Sierra Leone 1924 (deg)',
1342,
'geographic 2D',
6405,
Null,
4174,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4174 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61756405,
'Sierra Leone 1968 (deg)',
1209,
'geographic 2D',
6405,
Null,
4175,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4175 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61766405,
'Australian Antarctic (deg)',
1278,
'geographic 2D',
6405,
Null,
4176,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4176 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61766413,
'Australian Antarctic (3D deg)',
1278,
'geographic 3D',
6413,
Null,
4339,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4339 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61786405,
'Pulkovo 1942(83) (deg)',
1343,
'geographic 2D',
6405,
Null,
4178,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4178 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61796405,
'Pulkovo 1942(58) (deg)',
1192,
'geographic 2D',
6405,
Null,
4179,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4179 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61806405,
'EST97 (deg)',
1090,
'geographic 2D',
6405,
Null,
4180,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4180 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61806413,
'EST97 (3D deg)',
1090,
'geographic 3D',
6413,
Null,
4341,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4341 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61816405,
'Luxembourg 1930 (deg)',
1146,
'geographic 2D',
6405,
Null,
4181,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4181 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61826405,
'Azores Occidental 1939 (deg)',
1344,
'geographic 2D',
6405,
Null,
4182,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4182 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61836405,
'Azores Central 1948 (deg)',
1301,
'geographic 2D',
6405,
Null,
4183,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4183 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61846405,
'Azores Oriental 1940 (deg)',
1345,
'geographic 2D',
6405,
Null,
4184,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4184 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61886405,
'OSNI 1952 (deg)',
2530,
'geographic 2D',
6405,
Null,
4188,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4188 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61896405,
'REGVEN (deg)',
1251,
'geographic 2D',
6405,
Null,
4189,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4189 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61896413,
'REGVEN (3D deg)',
1251,
'geographic 3D',
6413,
Null,
4367,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4367 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61906405,
'POSGAR 98 (deg)',
1033,
'geographic 2D',
6405,
Null,
4190,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4190 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61906413,
'POSGAR 98 (3D deg)',
1033,
'geographic 3D',
6413,
Null,
4365,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4365 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61916405,
'Albanian 1987 (deg)',
1025,
'geographic 2D',
6405,
Null,
4191,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4191 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61926405,
'Douala 1948 (deg)',
1060,
'geographic 2D',
6405,
Null,
4192,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4192 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61936405,
'Manoca 1962 (deg)',
1060,
'geographic 2D',
6405,
Null,
4193,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4193 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61946405,
'Qornoq 1927 (deg)',
1107,
'geographic 2D',
6405,
Null,
4194,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4194 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61956405,
'Scoresbysund 1952 (deg)',
2570,
'geographic 2D',
6405,
Null,
4195,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4195 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61966405,
'Ammassalik 1958 (deg)',
2571,
'geographic 2D',
6405,
Null,
4196,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4196 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61976405,
'Garoua (deg)',
2590,
'geographic 2D',
6405,
Null,
4197,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4197 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61986405,
'Kousseri (deg)',
2591,
'geographic 2D',
6405,
Null,
4198,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4198 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 61996405,
'Egypt 1930 (deg)',
1086,
'geographic 2D',
6405,
Null,
4199,
101,
Null,
Null,
'Scientific purposes only. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4199 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62006405,
'Pulkovo 1995 (deg)',
1198,
'geographic 2D',
6405,
Null,
4200,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4200 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62016405,
'Adindan (deg)',
1271,
'geographic 2D',
6405,
Null,
4201,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4201 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62026405,
'AGD66 (deg)',
1279,
'geographic 2D',
6405,
Null,
4202,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4202 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62036405,
'AGD84 (deg)',
2576,
'geographic 2D',
6405,
Null,
4203,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4203 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-09-01'),
'2003.290',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62046405,
'Ain el Abd (deg)',
1272,
'geographic 2D',
6405,
Null,
4204,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4204 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62056405,
'Afgooye (deg)',
1214,
'geographic 2D',
6405,
Null,
4205,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4205 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62066405,
'Agadez (deg)',
1177,
'geographic 2D',
6405,
Null,
4206,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4206 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62076405,
'Lisbon (deg)',
1294,
'geographic 2D',
6405,
Null,
4207,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4207 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62086405,
'Aratu (deg)',
1274,
'geographic 2D',
6405,
Null,
4208,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4208 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62096405,
'Arc 1950 (deg)',
1276,
'geographic 2D',
6405,
Null,
4209,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4209 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62106405,
'Arc 1960 (deg)',
1277,
'geographic 2D',
6405,
Null,
4210,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4210 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62116405,
'Batavia (deg)',
1285,
'geographic 2D',
6405,
Null,
4211,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4211 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62126405,
'Barbados 1938 (deg)',
1042,
'geographic 2D',
6405,
Null,
4212,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4212 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62136405,
'Beduaram (deg)',
2771,
'geographic 2D',
6405,
Null,
4213,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4213 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62146405,
'Beijing 1954 (deg)',
1067,
'geographic 2D',
6405,
Null,
4214,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4214 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62156405,
'Belge 1950 (deg)',
1347,
'geographic 2D',
6405,
Null,
4215,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4215 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62166405,
'Bermuda 1957 (deg)',
1047,
'geographic 2D',
6405,
Null,
4216,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4216 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62186405,
'Bogota 1975 (deg)',
1070,
'geographic 2D',
6405,
Null,
4218,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4218 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62196405,
'Bukit Rimpah (deg)',
1287,
'geographic 2D',
6405,
Null,
4219,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4219 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62206405,
'Camacupa (deg)',
1288,
'geographic 2D',
6405,
Null,
4220,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4220 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62216405,
'Campo Inchauspe (deg)',
1033,
'geographic 2D',
6405,
Null,
4221,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4221 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62226405,
'Cape (deg)',
1290,
'geographic 2D',
6405,
Null,
4222,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4222 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62236405,
'Carthage (deg)',
1236,
'geographic 2D',
6405,
Null,
4223,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4223 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62246405,
'Chua (deg)',
1053,
'geographic 2D',
6405,
Null,
4224,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4224 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62256405,
'Corrego Alegre (deg)',
1293,
'geographic 2D',
6405,
Null,
4225,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4225 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62276405,
'Deir ez Zor (deg)',
1623,
'geographic 2D',
6405,
Null,
4227,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4227 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62296405,
'Egypt 1907 (deg)',
1086,
'geographic 2D',
6405,
Null,
4229,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4229 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62306405,
'ED50 (deg)',
1296,
'geographic 2D',
6405,
Null,
4230,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4230 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62316405,
'ED87 (deg)',
1297,
'geographic 2D',
6405,
Null,
4231,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4231 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62326405,
'Fahud (deg)',
1183,
'geographic 2D',
6405,
Null,
4232,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4232 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62336405,
'Gandajika 1970 (deg)',
1152,
'geographic 2D',
6405,
Null,
4233,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4233 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62366405,
'Hu Tzu Shan (deg)',
1228,
'geographic 2D',
6405,
Null,
4236,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4236 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62376405,
'HD72 (deg)',
1119,
'geographic 2D',
6405,
Null,
4237,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4237 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62386405,
'ID74 (deg)',
1122,
'geographic 2D',
6405,
Null,
4238,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4238 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62396405,
'Indian 1954 (deg)',
1304,
'geographic 2D',
6405,
Null,
4239,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4239 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62406405,
'Indian 1975 (deg)',
1231,
'geographic 2D',
6405,
Null,
4240,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4240 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62416405,
'Jamaica 1875 (deg)',
1128,
'geographic 2D',
6405,
Null,
4241,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4241 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62426405,
'JAD69 (deg)',
1128,
'geographic 2D',
6405,
Null,
4242,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4242 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62436405,
'Kalianpur 1880 (deg)',
1307,
'geographic 2D',
6405,
Null,
4243,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4243 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62446405,
'Kandawala (deg)',
1218,
'geographic 2D',
6405,
Null,
4244,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4244 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62456405,
'Kertau (deg)',
1309,
'geographic 2D',
6405,
Null,
4245,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4245 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62466405,
'KOC (deg)',
1136,
'geographic 2D',
6405,
Null,
4246,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4246 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62476405,
'La Canoa (deg)',
1251,
'geographic 2D',
6405,
Null,
4247,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4247 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62486405,
'PSAD56 (deg)',
1348,
'geographic 2D',
6405,
Null,
4248,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4248 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62496405,
'Lake (deg)',
1312,
'geographic 2D',
6405,
Null,
4249,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4249 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62506405,
'Leigon (deg)',
1104,
'geographic 2D',
6405,
Null,
4250,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4250 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62516405,
'Liberia 1964 (deg)',
1142,
'geographic 2D',
6405,
Null,
4251,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4251 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62526405,
'Lome (deg)',
1232,
'geographic 2D',
6405,
Null,
4252,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4252 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62536405,
'Luzon 1911 (deg)',
1190,
'geographic 2D',
6405,
Null,
4253,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4253 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62546405,
'Hito XVIII 1963 (deg)',
1303,
'geographic 2D',
6405,
Null,
4254,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4254 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62556405,
'Herat North (deg)',
1024,
'geographic 2D',
6405,
Null,
4255,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4255 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62566405,
'Mahe 1971 (deg)',
1208,
'geographic 2D',
6405,
Null,
4256,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4256 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62576405,
'Makassar (deg)',
1316,
'geographic 2D',
6405,
Null,
4257,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4257 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62586405,
'ETRS89 (deg)',
1298,
'geographic 2D',
6405,
Null,
4258,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4258 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62586413,
'ETRS89 (3D deg)',
1298,
'geographic 3D',
6413,
Null,
4345,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4345 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62596405,
'Malongo 1987 (deg)',
1317,
'geographic 2D',
6405,
Null,
4259,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4259 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62616405,
'Merchich (deg)',
1166,
'geographic 2D',
6405,
Null,
4261,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4261 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62626405,
'Massawa (deg)',
1089,
'geographic 2D',
6405,
Null,
4262,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4262 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62636405,
'Minna (deg)',
1178,
'geographic 2D',
6405,
Null,
4263,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4263 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62646405,
'Mhast (deg)',
1318,
'geographic 2D',
6405,
Null,
4264,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4264 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62656405,
'Monte Mario (deg)',
1127,
'geographic 2D',
6405,
Null,
4265,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4265 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62666405,
'M''poraloko (deg)',
1100,
'geographic 2D',
6405,
Null,
4266,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4266 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62676405,
'NAD27 (deg)',
1349,
'geographic 2D',
6405,
Null,
4267,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4267 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62686405,
'NAD27 Michigan (deg)',
1391,
'geographic 2D',
6405,
Null,
4268,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4268 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62696405,
'NAD83 (deg)',
1350,
'geographic 2D',
6405,
Null,
4269,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4269 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62706405,
'Nahrwan 1967 (deg)',
1351,
'geographic 2D',
6405,
Null,
4270,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4270 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62716405,
'Naparima 1972 (deg)',
1322,
'geographic 2D',
6405,
Null,
4271,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4271 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62726405,
'NZGD49 (deg)',
1175,
'geographic 2D',
6405,
Null,
4272,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4272 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62736405,
'NGO 1948 (deg)',
1352,
'geographic 2D',
6405,
Null,
4273,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4273 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62746405,
'Datum 73 (deg)',
1294,
'geographic 2D',
6405,
Null,
4274,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4274 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62756405,
'NTF (deg)',
1353,
'geographic 2D',
6405,
Null,
4275,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4275 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62766405,
'NSWC 9Z-2 (deg)',
1262,
'geographic 2D',
6405,
Null,
4276,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4276 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62776405,
'OSGB 1936 (deg)',
1264,
'geographic 2D',
6405,
Null,
4277,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4277 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62786405,
'OSGB70 (deg)',
1264,
'geographic 2D',
6405,
Null,
4278,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4278 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62796405,
'OS(SN)80 (deg)',
1354,
'geographic 2D',
6405,
Null,
4279,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4279 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62806405,
'Padang (deg)',
1355,
'geographic 2D',
6405,
Null,
4280,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4280 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62816405,
'Palestine 1923 (deg)',
1356,
'geographic 2D',
6405,
Null,
4281,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4281 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62826405,
'Pointe Noire (deg)',
1072,
'geographic 2D',
6405,
Null,
4282,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4282 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62836405,
'GDA94 (deg)',
1036,
'geographic 2D',
6405,
Null,
4283,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4283 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62836413,
'GDA94 (3D deg)',
1036,
'geographic 3D',
6413,
Null,
4347,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4347 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62846405,
'Pulkovo 1942 (deg)',
1357,
'geographic 2D',
6405,
Null,
4284,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4284 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62856405,
'Qatar 1974 (deg)',
1346,
'geographic 2D',
6405,
Null,
4285,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4285 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62866405,
'Qatar 1948 (deg)',
1346,
'geographic 2D',
6405,
Null,
4286,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4286 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62886405,
'Loma Quintana (deg)',
1313,
'geographic 2D',
6405,
Null,
4288,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4288 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62896405,
'Amersfoort (deg)',
1275,
'geographic 2D',
6405,
Null,
4289,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4289 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62926405,
'Sapper Hill 1943 (deg)',
1092,
'geographic 2D',
6405,
Null,
4292,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4292 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62936405,
'Schwarzeck (deg)',
1169,
'geographic 2D',
6405,
Null,
4293,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4293 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62956405,
'Serindung (deg)',
1360,
'geographic 2D',
6405,
Null,
4295,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4295 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62976405,
'Tananarive (deg)',
1149,
'geographic 2D',
6405,
Null,
4297,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4297 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62986405,
'Timbalai 1948 (deg)',
1362,
'geographic 2D',
6405,
Null,
4298,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4298 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 62996405,
'TM65 (deg)',
1125,
'geographic 2D',
6405,
Null,
4299,
101,
Null,
Null,
'Basis for topographic mapping in Republic of Ireland between 1965 and 1975; for scientific purposes only in Northern Ireland. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4299 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63006405,
'TM75 (deg)',
1305,
'geographic 2D',
6405,
Null,
4300,
101,
Null,
Null,
'Basis for topographic mapping. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4300 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63016405,
'Tokyo (deg)',
1364,
'geographic 2D',
6405,
Null,
4301,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4301 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63026405,
'Trinidad 1903 (deg)',
1322,
'geographic 2D',
6405,
Null,
4302,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4302 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63036405,
'TC(1948) (deg)',
1363,
'geographic 2D',
6405,
Null,
4303,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4303 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63046405,
'Voirol 1875 (deg)',
1365,
'geographic 2D',
6405,
Null,
4304,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4304 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63066405,
'Bern 1938 (deg)',
1286,
'geographic 2D',
6405,
Null,
4306,
101,
Null,
Null,
'Used for the geographic coordinates overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).',
'See CRS code 4306 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63076405,
'Nord Sahara 1959 (deg)',
1366,
'geographic 2D',
6405,
Null,
4307,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4307 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63086405,
'RT38 (deg)',
1225,
'geographic 2D',
6405,
Null,
4308,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4308 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63096405,
'Yacare (deg)',
1247,
'geographic 2D',
6405,
Null,
4309,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4309 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63106405,
'Yoff (deg)',
1207,
'geographic 2D',
6405,
Null,
4310,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4310 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63116405,
'Zanderij (deg)',
1222,
'geographic 2D',
6405,
Null,
4311,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4311 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63126405,
'MGI (deg)',
1321,
'geographic 2D',
6405,
Null,
4312,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4312 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63136405,
'Belge 1972 (deg)',
1347,
'geographic 2D',
6405,
Null,
4313,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4313 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63146405,
'DHDN (deg)',
1295,
'geographic 2D',
6405,
Null,
4314,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4314 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63156405,
'Conakry 1905 (deg)',
1112,
'geographic 2D',
6405,
Null,
4315,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4315 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63166405,
'Dealul Piscului 1933 (deg)',
1197,
'geographic 2D',
6405,
Null,
4316,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4316 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63176405,
'Dealul Piscului 1970 (deg)',
1197,
'geographic 2D',
6405,
Null,
4317,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4317 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63186405,
'NGN (deg)',
1136,
'geographic 2D',
6405,
Null,
4318,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4318 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63196405,
'KUDAMS (deg)',
1310,
'geographic 2D',
6405,
Null,
4319,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4319 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63226405,
'WGS 72 (deg)',
1262,
'geographic 2D',
6405,
Null,
4322,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4322 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63246405,
'WGS 72BE (deg)',
1262,
'geographic 2D',
6405,
Null,
4324,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4324 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266405,
'WGS 84 (deg)',
1262,
'geographic 2D',
6405,
Null,
4326,
101,
Null,
Null,
'Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266406,
'WGS 84 (degH)',
1262,
'geographic 2D',
6406,
Null,
4326,
102,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266407,
'WGS 84 (Hdeg)',
1262,
'geographic 2D',
6407,
Null,
4326,
103,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266408,
'WGS 84 (DM)',
1262,
'geographic 2D',
6408,
Null,
4326,
104,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266409,
'WGS 84 (DMH)',
1262,
'geographic 2D',
6409,
Null,
4326,
105,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266410,
'WGS 84 (HDM)',
1262,
'geographic 2D',
6410,
Null,
4326,
106,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266411,
'WGS 84 (DMS)',
1262,
'geographic 2D',
6411,
Null,
4326,
107,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266412,
'WGS 84 (HDMS)',
1262,
'geographic 2D',
6412,
Null,
4326,
108,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4326, WGS 84.',
'See CRS code 4326 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266413,
'WGS 84 (3D deg)',
1262,
'geographic 3D',
6413,
Null,
4329,
101,
Null,
Null,
'Used by the GPS satellite navigation system. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266414,
'WGS 84 (3D degH)',
1262,
'geographic 3D',
6414,
Null,
4329,
102,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266415,
'WGS 84 (3D Hdeg)',
1262,
'geographic 3D',
6415,
Null,
4329,
103,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266416,
'WGS 84 (3D DM)',
1262,
'geographic 3D',
6416,
Null,
4329,
104,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266417,
'WGS 84 (3D DMH)',
1262,
'geographic 3D',
6417,
Null,
4329,
105,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266418,
'WGS 84 (3D HDM)',
1262,
'geographic 3D',
6418,
Null,
4329,
106,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266419,
'WGS 84 (3D DMS)',
1262,
'geographic 3D',
6419,
Null,
4329,
107,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 63266420,
'WGS 84 (3D HDMS)',
1262,
'geographic 3D',
6420,
Null,
4329,
108,
Null,
Null,
'An alternative representation of the axis units for geogCRS code 4329, WGS 84 (3D).',
'See CRS code 4329 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66006405,
'Anguilla 1957 (deg)',
1030,
'geographic 2D',
6405,
Null,
4600,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4600 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66016405,
'Antigua 1943 (deg)',
1273,
'geographic 2D',
6405,
Null,
4601,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4601 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66026405,
'Dominica 1945 (deg)',
1082,
'geographic 2D',
6405,
Null,
4602,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4602 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66036405,
'Grenada 1953 (deg)',
1551,
'geographic 2D',
6405,
Null,
4603,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4603 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66046405,
'Montserrat 1958 (deg)',
1165,
'geographic 2D',
6405,
Null,
4604,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4604 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66056405,
'St. Kitts 1955 (deg)',
1200,
'geographic 2D',
6405,
Null,
4605,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4605 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66066405,
'St. Lucia 1955 (deg)',
1201,
'geographic 2D',
6405,
Null,
4606,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4606 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66076405,
'St. Vincent 1945 (deg)',
1202,
'geographic 2D',
6405,
Null,
4607,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4607 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66086405,
'NAD27(76) (deg)',
1367,
'geographic 2D',
6405,
Null,
4608,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4608 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66096405,
'NAD27(CGQ77) (deg)',
1368,
'geographic 2D',
6405,
Null,
4609,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4609 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66106405,
'Xian 1980 (deg)',
1067,
'geographic 2D',
6405,
Null,
4610,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4610 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66116405,
'Hong Kong 1980 (deg)',
1118,
'geographic 2D',
6405,
Null,
4611,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4611 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66126405,
'JGD2000 (deg)',
1129,
'geographic 2D',
6405,
Null,
4612,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4612 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66126413,
'JGD2000 (3D deg)',
1129,
'geographic 3D',
6413,
Null,
4353,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4353 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66136405,
'Segara (deg)',
1360,
'geographic 2D',
6405,
Null,
4613,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4613 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66146405,
'QND95 (deg)',
1346,
'geographic 2D',
6405,
Null,
4614,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4614 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66156405,
'Porto Santo (deg)',
1314,
'geographic 2D',
6405,
Null,
4615,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4615 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66166405,
'Selvagem Grande (deg)',
2779,
'geographic 2D',
6405,
Null,
4616,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4616 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66186405,
'SAD69 (deg)',
1358,
'geographic 2D',
6405,
Null,
4618,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4618 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66196405,
'SWEREF99 (deg)',
1225,
'geographic 2D',
6405,
Null,
4619,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4619 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66196413,
'SWEREF99 (3D deg)',
1225,
'geographic 3D',
6413,
Null,
4377,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4377 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66206405,
'Point 58 (deg)',
2790,
'geographic 2D',
6405,
Null,
4620,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4620 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66216405,
'Fort Marigot (deg)',
2828,
'geographic 2D',
6405,
Null,
4621,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4621 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66226405,
'Sainte Anne (deg)',
2829,
'geographic 2D',
6405,
Null,
4622,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4622 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66236405,
'CSG67 (deg)',
1097,
'geographic 2D',
6405,
Null,
4623,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4623 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66246405,
'RGFG95 (deg)',
1097,
'geographic 2D',
6405,
Null,
4624,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4624 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66246413,
'RGFG95 (3D deg)',
1097,
'geographic 3D',
6413,
Null,
4371,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4371 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66256405,
'Fort Desaix (deg)',
1156,
'geographic 2D',
6405,
Null,
4625,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4625 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66266405,
'Piton des Neiges (deg)',
1196,
'geographic 2D',
6405,
Null,
4626,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4626 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66276405,
'RGR92 (deg)',
1196,
'geographic 2D',
6405,
Null,
4627,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4627 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66276413,
'RGR92 (3D deg)',
1196,
'geographic 3D',
6413,
Null,
4373,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4373 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-12-07'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66286405,
'Tahiti (deg)',
2811,
'geographic 2D',
6405,
Null,
4628,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4628 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66296405,
'Tahaa (deg)',
2812,
'geographic 2D',
6405,
Null,
4629,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4629 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66306405,
'IGN72 Nuku Hiva (deg)',
2810,
'geographic 2D',
6405,
Null,
4630,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4630 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66316405,
'K0 1949 (deg)',
2816,
'geographic 2D',
6405,
Null,
4631,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4631 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66326405,
'Combani 1950 (deg)',
1159,
'geographic 2D',
6405,
Null,
4632,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4632 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66336405,
'IGN56 Lifou (deg)',
2814,
'geographic 2D',
6405,
Null,
4633,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4633 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66346405,
'IGN72 Grande Terre (deg)',
2822,
'geographic 2D',
6405,
Null,
4662,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4634 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-09-30'),
'2003.240',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66356405,
'ST87 Ouvea (deg)',
2813,
'geographic 2D',
6405,
Null,
4635,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4635 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66366405,
'Petrels 1972 (deg)',
2817,
'geographic 2D',
6405,
Null,
4636,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4636 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66376405,
'Perroud 1950 (deg)',
2818,
'geographic 2D',
6405,
Null,
4637,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4637 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66386405,
'Saint Pierre et Miquelon 1950 (deg)',
1220,
'geographic 2D',
6405,
Null,
4638,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4638 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66396405,
'MOP78 (deg)',
2815,
'geographic 2D',
6405,
Null,
4639,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4639 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66406405,
'RRAF 1991 (deg)',
2824,
'geographic 2D',
6405,
Null,
4640,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4655 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66406413,
'RRAF 1991 (3D deg)',
2824,
'geographic 3D',
6413,
Null,
4383,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4383 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66416405,
'IGN53 Mare (deg)',
2819,
'geographic 2D',
6405,
Null,
4641,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4650 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66426405,
'ST84 Ile des Pins (deg)',
2820,
'geographic 2D',
6405,
Null,
4642,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4651 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66436405,
'ST71 Belep (deg)',
2821,
'geographic 2D',
6405,
Null,
4643,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4652 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66446405,
'NEA74 Noumea (deg)',
2823,
'geographic 2D',
6405,
Null,
4644,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4653 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66456405,
'RGNC 1991 (deg)',
1174,
'geographic 2D',
6405,
Null,
4645,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4654 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66456413,
'RGNC 1991 (3D deg)',
1174,
'geographic 3D',
6413,
Null,
4381,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4381 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66466405,
'Grand Comoros (deg)',
1071,
'geographic 2D',
6405,
Null,
4646,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4640 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66576405,
'Reykjavik 1900 (deg)',
1120,
'geographic 2D',
6405,
Null,
4657,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4657 for recommended coordinate axis representation for the human interface. See ellipsoid remarks.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66586405,
'Hjorsey 1955 (deg)',
1120,
'geographic 2D',
6405,
Null,
4658,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4658 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66596405,
'ISN93 (deg)',
1120,
'geographic 2D',
6405,
Null,
4659,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4659 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66596413,
'ISN93 (3D deg)',
1120,
'geographic 3D',
6401,
Null,
4386,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4386 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66606405,
'Helle 1954 (deg)',
2869,
'geographic 2D',
6405,
Null,
4660,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4660 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66616405,
'LKS92 (deg)',
1139,
'geographic 2D',
6405,
Null,
4661,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4126 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66616413,
'LKS92 (3D deg)',
1139,
'geographic 3D',
6413,
Null,
4388,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4355 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66636405,
'Porto Santo 1995 (deg)',
1314,
'geographic 2D',
6405,
Null,
4663,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4663 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66646405,
'Azores Oriental 1995 (deg)',
1345,
'geographic 2D',
6405,
Null,
4664,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4664 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66656405,
'Azores Central 1995 (deg)',
1301,
'geographic 2D',
6405,
Null,
4665,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4665 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66666405,
'Lisbon 1890 (deg)',
1294,
'geographic 2D',
6405,
Null,
4666,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4666 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 66676405,
'IKBD-92 (deg)',
2876,
'geographic 2D',
6405,
Null,
4667,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4667 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2003-09-01'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68016405,
'Bern 1898 (Bern) (deg)',
1286,
'geographic 2D',
6405,
Null,
4801,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4801 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68026405,
'Bogota 1975 (Bogota) (deg)',
1070,
'geographic 2D',
6405,
Null,
4802,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4802 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68036405,
'Lisbon (Lisbon) (deg)',
1294,
'geographic 2D',
6405,
Null,
4803,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4803 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68046405,
'Makassar (Jakarta) (deg)',
1316,
'geographic 2D',
6405,
Null,
4804,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4804 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68056405,
'MGI (Ferro) (deg)',
1321,
'geographic 2D',
6405,
Null,
4805,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4805 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68066405,
'Monte Mario (Rome) (deg)',
1127,
'geographic 2D',
6405,
Null,
4806,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4806 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68086405,
'Padang (Jakarta) (deg)',
1355,
'geographic 2D',
6405,
Null,
4808,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4808 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68096405,
'Belge 1950 (Brussels) (deg)',
1347,
'geographic 2D',
6405,
Null,
4809,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4809 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68136405,
'Batavia (Jakarta) (deg)',
1285,
'geographic 2D',
6405,
Null,
4813,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4813 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68146405,
'RT38 (Stockholm) (deg)',
1225,
'geographic 2D',
6405,
Null,
4814,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4814 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68156405,
'Greek (Athens) (deg)',
1106,
'geographic 2D',
6405,
Null,
4815,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4815 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68186405,
'S-JTSK (Ferro) (deg)',
1306,
'geographic 2D',
6405,
Null,
4818,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4818 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 68206405,
'Segara (Jakarta) (deg)',
1285,
'geographic 2D',
6405,
Null,
4820,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4820 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
INSERT INTO epsg_coordinatereferencesystem VALUES ( 69036405,
'Madrid 1870 (Madrid) (deg)',
1217,
'geographic 2D',
6405,
Null,
4903,
101,
Null,
Null,
'Geodetic survey. Recommended coordinate axis representation for computer interchange.',
'See CRS code 4903 for recommended coordinate axis representation for the human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0,
1 );
end;
/
commit;
begin
INSERT INTO epsg_coordinatesystem VALUES ( 1024,
'Cartesian 2D CS. Axes: easting, northing (M,P). Orientations east, north. UoM m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems in Portuguese territories.',
'OGP',
'OGP',
TO_DATE('2009-11-14'),
'2009.085',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 1025,
'Cartesian 2D CS for south polar azimuthal lonO 140degE. Axes: X,Y. Orientations: X along 130degW, Y along 140degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2010-03-14'),
'2009.034',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 1026,
'Cartesian 2D CS for UPS north. Axes: E,N. Orientations: E along 90degE meridian, N along 180degE meridian. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2010-03-24'),
'2010.022',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 1027,
'Cartesian 2D CS for UPS south. Axes: E,N. Orientations: E along 90degE, N along 0degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2010-03-14'),
'2010.022',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4400,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4401,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chBnB.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4402,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4403,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftCla.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4404,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftGC.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4405,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ftSe.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4406,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: km.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4407,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: lkCla.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4408,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydInd.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4409,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: ydSe.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4410,
'Cartesian 2D CS. Axes: easting, northing (E,N). Orientations: east, north. UoM: chSe(T).',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-07-24'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4460,
'Cartesian 2D CS for north polar azimuthal lonO 0degE. Axes: E,N. Orientations: E along 90degE, N along 180degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-09-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4461,
'Cartesian 3D CS (ellipsoid-based Topocentric). Axes: easting, northing, topocentric height (U,V,W). Orientations: east, north, up. UoM: m.',
'Cartesian',
3,
'U = tangent to ellipsoidal surface at topocentric origin, positive east; V = tangent to ellipsoid surface at topocentric origin, positive north; and W = orthogonal to ellipsoidal surface passing through topocentric origin and positive up.',
'OGP',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4462,
'Cartesian 2D CS for north polar azimuthal lonO 90degE. Axes: X,Y. Orientations: X along 180degW, Y along 90degW meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4463,
'Cartesian 2D CS for north polar azimuthal lonO 10degE. Axes: X,Y. Orientations: X along 100degE, Y along 170degW meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4464,
'Cartesian 2D CS for north polar azimuthal lonO 180degE. Axes: X,Y. Orientations: X along 90degW, Y along 0degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4465,
'Cartesian 2D CS for north polar azimuthal lonO 40degW. Axes: X,Y. Orientations: X along 50degE, Y along 140degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4466,
'Cartesian 2D CS for north polar azimuthal lonO 100degW. Axes: X,Y. Orientations: X along 10degW, Y along 80degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4467,
'Cartesian 2D CS for north polar azimuthal lonO 150degW. Axes: X,Y. Orientations: X along 60degW, Y along 30degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4468,
'Cartesian 2D CS for north polar azimuthal lonO 45degW. Axes: X,Y. Orientations: X along 45degE, Y along 135degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4469,
'Cartesian 2D CS for north polar azimuthal lonO 0degE. Axes: X,Y. Orientations: X along 90degE, Y along 180degE meridians. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4470,
'Cartesian 2D CS for south polar azimuthal lonO 0degE. Axes: X,Y. Orientations: X along 90degE, Y along 0degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4471,
'Cartesian 2D CS for south polar azimuthal lonO 165degW. Axes: E,N. Orientations: E along 75degW, N along 165degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4472,
'Cartesian 2D CS for south polar azimuthal lonO 150degW. Axes: E,N. Orientations: E along 60degW, N along 150degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4473,
'Cartesian 2D CS for south polar azimuthal lonO 135degW. Axes: E,N. Orientations: E along 45degW, N along 135degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4474,
'Cartesian 2D CS for south polar azimuthal lonO 105degW. Axes: E,N. Orientations: E along 15degW, N along 105degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4475,
'Cartesian 2D CS for south polar azimuthal lonO 90degW. Axes: E,N. Orientations: E along 0degE, N along 90degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4476,
'Cartesian 2D CS for south polar azimuthal lonO 75degW. Axes: E,N. Orientations: E along 15degE, N along 75degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4477,
'Cartesian 2D CS for south polar azimuthal lonO 45degW. Axes: E,N. Orientations: E along 45degE, N along 45degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4478,
'Cartesian 2D CS for south polar azimuthal lonO 30degW. Axes: E,N. Orientations: E along 60degE, N along 30degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4479,
'Cartesian 2D CS for south polar azimuthal lonO 15degW. Axes: E,N. Orientations: E along 75degE, N along 15degW meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4480,
'Cartesian 2D CS for south polar azimuthal lonO 15degE. Axes: E,N. Orientations: E along 105degE, N along 15degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4481,
'Cartesian 2D CS for south polar azimuthal lonO 30degE. Axes: E,N. Orientations: E along 120degE, N along 30degEmeridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4482,
'Cartesian 2D CS for south polar azimuthal lonO 45degE. Axes: E,N. Orientations: E along 135degE, N along 45degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4483,
'Cartesian 2D CS for south polar azimuthal lonO 75degE. Axes: E,N. Orientations: E along 165degE, N along 75degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4484,
'Cartesian 2D CS for south polar azimuthal lonO 90degE. Axes: E,N. Orientations: E along 180degE, N along 90degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4485,
'Cartesian 2D CS for south polar azimuthal lonO 105degE. Axes: E,N. Orientations: E along 165degW, N along 105degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4486,
'Cartesian 2D CS for south polar azimuthal lonO 135degE. Axes: E,N. Orientations: E along 135degW, N along 135degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4487,
'Cartesian 2D CS for south polar azimuthal lonO 150degE. Axes: E,N. Orientations: E along 120degW, N along 150degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4488,
'Cartesian 2D CS for south polar azimuthal lonO 165degE. Axes: E,N. Orientations: E along 105degW, N along 165degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4489,
'Cartesian 2D CS for south polar azimuthal lonO 70degE. Axes: E,N. Orientations: E along 160degE, N along 70degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4490,
'Cartesian 2D CS for south polar azimuthal lonO 0degE. Axes: E,N. Orientations: E along 90degE, N along 0degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4491,
'Cartesian 2D CS. Axes: westing, northing (W,N). Orientations: west, north. UoM: m.',
'Cartesian',
2,
'Used in old Danish coordinate reference systems.',
'Landmaelingar Islands (National Land Survey of Iceland).',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4492,
'Cartesian 2D CS for south polar azimuthal lonO 140degE. Axes: X,Y. Orientations: X along 130degW, Y along 140degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045 2009.034',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 4493,
'Cartesian 2D CS for UPS north. Axes: N,E. Orientations: N along 180degE meridian, E along 90degE meridian. UoM: m.',
'Cartesian',
2,
'Used for North Pole tangential and secant projections.',
'DMA TM8358.2',
'OGP',
TO_DATE('2010-03-30'),
'2008.045 2010.022',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4494,
'Cartesian 2D CS for UPS south. Axes: N,E. Orientations: N along 0degE, E along 90degE meridians. UoM: m.',
'Cartesian',
2,
'Used for South Pole tangential and secant projections.',
'DMA TM8358.2',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4495,
'Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ft.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4496,
'Cartesian 2D CS. Axes: easting, northing [E(X),N(Y)]. Orientations: east, north. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4497,
'Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: ftUS.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4498,
'Cartesian 2D CS. Axes: easting, northing (Y,X). Orientations: east, north. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4499,
'Cartesian 2D CS. Axes: easting, northing (X,Y). Orientations: east, north. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4500,
'Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4501,
'Cartesian 2D CS. Axes: northing, westing (N,E). Orientations: north, west. UoM: m.',
'Cartesian',
2,
'Used in Danish projected coordinate reference systems. Note that second axis has abbreviation E but is positive west.',
'OGP',
'OGP',
TO_DATE('2002-01-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4502,
'Cartesian 2D CS. Axes: northing, easting (N,E). Orientations: north, east. UoM: ftCla.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-09-25'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4530,
'Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4531,
'Cartesian 2D CS. Axes: northing, easting (x,y). Orientations: north, east. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4532,
'Cartesian 2D CS. Axes: northing, easting (Y,X). Orientations: north, east. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4533,
'Cartesian 2D CS. Axes: northing, easting (X,Y). Orientations: north, east. UoM: lk.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-07-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 4534,
'Cartesian 2D CS. Axes: northing, easting (no abbrev). Orientations: north, east. UoM: m.',
'Cartesian',
2,
'Used in projected coordinate reference systems for nautical charting.',
'OGP',
'OGP',
TO_DATE('2006-07-30'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6401,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMSH, DMSH, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems. Preferred axis unit format for human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-18'),
'2002.850',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6402,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMSH.',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems. Preferred axis unit format for human interface.',
'OGP',
'OGP',
TO_DATE('2002-11-18'),
'2002.850',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6403,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: grads.',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2002-11-18'),
'2002.850',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6404,
'Spherical 3D CS. Axes: latitude, longitude, radius. Orientations: north, east, up. UoM: degrees, degrees, metres.',
'spherical',
3,
'Used in geocentric 3D coordinate reference systems.',
'Open GIS Consortium',
'OGP',
TO_DATE('2004-01-06'),
'2002.300 2003.390',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6405,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: dec deg',
'ellipsoidal',
2,
'Used for computer interchange of geographic 2D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6406,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: degH',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6407,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: Hdeg',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6408,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DM',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6409,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMH',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6410,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDM',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6411,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: DMS',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6412,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: HDMS',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6413,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: dec deg, dec deg, m.',
'ellipsoidal',
3,
'Used for computer interchange of geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6414,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: degH, degH, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6415,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: Hdeg, Hdeg, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6416,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DM, DM, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6417,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMH, DMH, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6418,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDM, HDM, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6419,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: DMS, DMS, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6420,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: HDMS, HDMS, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems adopting an alternative representation to degree minute second hemisphere.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordinatesystem VALUES ( 6421,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: grads, grads, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6422,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: degree',
'ellipsoidal',
2,
'Coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user by the supplier of data. Used in geographic 2D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6423,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: degree, degree, metre.',
'ellipsoidal',
3,
'Horizontal coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user. Used in geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6424,
'Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: degree',
'ellipsoidal',
2,
'Used in geog2D CRSs for some web mapping: CS code 6422 recommended. Coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user by the supplier of data.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6425,
'Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: grads.',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6403 is preferred.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6426,
'Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: degree, degree, metre.',
'ellipsoidal',
3,
'Used in some geographic 3D CRSs for web mapping. CS code 6423 recommended instead. Horizontal coordinates referenced to this CS are in degrees. Any degree representation (e.g. DMSH, decimal, etc.) may be used but that used must be declared for the user.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6427,
'Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: grads, grads, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6421 is preferred.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6428,
'Ellipsoidal 2D CS. Axes: latitude, longitude. Orientations: north, east. UoM: rad',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6429,
'Ellipsoidal 2D CS. Axes: longitude, latitude. Orientations: east, north. UoM: rad',
'ellipsoidal',
2,
'Used in geographic 2D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6428 is preferred.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6430,
'Ellipsoidal 3D CS. Axes: latitude, longitude, ellipsoidal height. Orientations: north, east, up. UoM: rad, rad, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6431,
'Ellipsoidal 3D CS. Axes: longitude, latitude, ellipsoidal height. Orientations: east, north, up. UoM: rad, rad, m.',
'ellipsoidal',
3,
'Used in geographic 3D coordinate reference systems for web mapping. Not recommended for use at the human interface: use of CS code 6430 is preferred.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6495,
'Vertical CS. Axis: depth (D). Orientation: down. UoM: ft.',
'vertical',
1,
'Used in vertical coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6496,
'Vertical CS. Axis: height (H). Orientation: up. UoM: ft(Br36).',
'vertical',
1,
'Used in vertical coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-11-28'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6497,
'Vertical CS. Axis: height (H). Orientation: up. UoM: ftUS.',
'vertical',
1,
'Used in vertical coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-11-28'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6498,
'Vertical CS. Axis: depth (D). Orientation: down. UoM: m.',
'vertical',
1,
'Used in vertical coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-11-28'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6499,
'Vertical CS. Axis: height (H). Orientation: up. UoM: m.',
'vertical',
1,
'Used in vertical coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2006-11-28'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6500,
'Earth centred, earth fixed, righthanded 3D coordinate system, consisting of 3 orthogonal axes with X and Y axes in the equatorial plane, positive Z-axis parallel to mean earth rotation axis and pointing towards North Pole. UoM: m.',
'Cartesian',
3,
'Cartesian 3D CS, used in geocentric coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6501,
'Cartesian 2D CS. Axes: southing, westing (X,Y). Orientations: south, west. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6502,
'Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: GLM.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6503,
'Cartesian 2D CS. Axes: westing, southing (Y,X). Orientations: west, south. UoM: m.',
'Cartesian',
2,
'Used in projected and engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-04-29'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6504,
'Cartesian 2D CS. Axes: plant N, Plant E (n,e). Orientations: northwest, northeast. UoM: m.',
'Cartesian',
2,
'Used in engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-01-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6505,
'Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (n,e). Orientations: northwest, northeast. UoM: m.',
'Cartesian',
2,
'Used in engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-01-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6506,
'Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (I,J). Orientations: ese/nne. UoM: 165 x 330 ftUS.',
'Cartesian',
2,
'Used in engineering coordinate reference systems for seismic bin grids.',
'OGP',
'OGP',
TO_DATE('2001-01-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6507,
'Cartesian 2D CS. Axes: 1st local axis, 2nd local axis (X,Y). Orientations: north, west. UoM: m.',
'Cartesian',
2,
'Used in engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2001-01-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6508,
'Cartesian 2D CS. Axes: bin grid J, bin grid I (J,I). Orientations: nne/ese. UoM: 12.5 x 25m.',
'Cartesian',
2,
'Used in engineering coordinate reference systems for seismic bin grids.',
'OGP',
'OGP',
TO_DATE('2001-01-19'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6509,
'Cartesian 2D CS. Axes: southing, westing (P,M). Orientations: south, west. UoM: m.',
'Cartesian',
2,
'Used in old projected coordinate reference systems in Portugal.',
'OGP',
'OGP',
TO_DATE('2002-07-13'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6510,
'Cartesian 2D CS. Axes: plant E, Plant N (x,y). Orientations: northeast, northwest. UoM: m.',
'Cartesian',
2,
'Used in engineering coordinate reference systems.',
'OGP',
'OGP',
TO_DATE('2005-05-18'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6511,
'Seismic acquisition bin grid. Axes: Inline, Crossline (I,J). Orientations: Along rx line, across rx line. UoM: 25m x 12.5m.',
'Cartesian',
2,
'Bin grid increment on I axis = 1 bin, bin grid increment on J axis = 1 bin. By definition, I axis is rotated 90 degrees clockwise from J axis.',
'OGP',
'OGP',
TO_DATE('2005-09-09'),
'',
0 );
INSERT INTO epsg_coordinatesystem VALUES ( 6512,
'Cartesian 3D CS (gravity-related Topocentric). Axes: plant E, Plant N, height (x,y,z). Orientations: east, north, up. UoM: m.',
'Cartesian',
3,
'Used in engineering coordinate reference systems. x and y are in the horizontal plane and z is the local vertical. Not to be confused with CS 4461.',
'OGP',
'OGP',
TO_DATE('2008-08-17'),
'2008.086',
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 101,
'deg to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert decimal degrees to and from degrees minutes seconds hemisphere representation.',
0,
9637,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 102,
'degH to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert degree hemisphere representation to and from degrees minutes seconds hemisphere.',
0,
9638,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 103,
'Hdeg to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert hemisphere degree representation to and from degrees minutes seconds hemisphere representation.',
0,
9639,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 104,
'DM to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert degree minute representation to and from degrees minutes seconds hemisphere representation.',
0,
9640,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 105,
'DMH to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert degree minute hemisphere representation to and from degrees minutes seconds hemisphere representation.',
0,
9641,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 106,
'HDM to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert hemisphere degree minute representation to and from degrees minutes seconds hemisphere representation.',
0,
9642,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 107,
'DMS to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert degree minute second representation to and from degrees minutes seconds hemisphere representation.',
0,
9643,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 108,
'HDMS to DMSH',
'conversion',
Null,
Null,
'',
Null,
1262,
'Convert hemisphere degree minute second representation to and from degrees minutes seconds hemisphere representation.',
0,
9644,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1024,
'MGI to ETRS89 (4)',
'transformation',
4312,
4258,
'LBD-Aut Sty',
4,
1543,
'For applications to an accuracy of 1 metre.',
1,
9607,
Null,
Null,
'Parameter values from MGI to WGS 84 (8) (tfm code 1194). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Information source gives scale as -2.388739 ppm.',
'Amt der Steiermarkischen Landesregierung; GIS-STMK. www.gis.steiermark.at',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1025,
'ED50 to ED87 (1)',
'transformation',
4230,
4231,
'5Nat-NSea-90',
1,
2330,
'?',
Null,
9630,
9102,
9102,
'Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where m=(latitude - 55) degrees and n=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.',
'Norwegian Mapping Authority publication 1990:1',
'OGP',
TO_DATE('2002-06-22'),
'1999.740 2000.550 2002.400',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1026,
'Madrid 1870 (Madrid) to ED50 (1)',
'transformation',
4903,
4230,
'IGB-Esp',
1,
2366,
'?',
10,
9617,
Null,
Null,
'It is preferable to use whichever of either Madrid 1870 (Madrid) to ED50 (2) (code 1027) or Madrid 1870 (Madrid) to ED50 (3) (code 1028) is applicable to the area.',
'Institut de Geomatica; Barcelona',
'OGP',
TO_DATE('2007-03-22'),
'1999.820 1999.740 2003.051 2004.170 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1027,
'Madrid 1870 (Madrid) to ED50 (2)',
'transformation',
4903,
4230,
'IGB-Esp N',
2,
2367,
'?',
5,
9617,
Null,
Null,
'Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).',
'Institut de Geomatica; Barcelona',
'OGP',
TO_DATE('2003-02-06'),
'1999.820 1999.740 2003.051 2004.170',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1028,
'Madrid 1870 (Madrid) to ED50 (3)',
'transformation',
4903,
4230,
'IGB-Esp S',
3,
2368,
'?',
5,
9617,
Null,
Null,
'Use in preference to Madrid 1870 (Madrid) to ED50 (1) (code 1026).',
'Institut de Geomatica; Barcelona',
'OGP',
TO_DATE('2000-03-07'),
'1999.820 1999.740 2004.170',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1029,
'Amersfoort / RD New to ED50 / UTM zone 31N (1)',
'transformation',
28992,
23031,
'NCG-Nld',
1,
1172,
'?',
Null,
9632,
9001,
9001,
'For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1030).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1030,
'ED50 / UTM zone 31N to Amersfoort / RD New (1)',
'transformation',
23031,
28992,
'NCG-Nld',
1,
1172,
'?',
Null,
9632,
9001,
9001,
'For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1029).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1031,
'Amersfoort / RD New to ED50 / UTM zone 31N (2)',
'transformation',
28992,
23031,
'NAM-Nld',
2,
1172,
'Oil exploration.',
Null,
9632,
9001,
9001,
'Used by NAM. For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1032).',
'Shell / NAM',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1032,
'ED50 / UTM zone 31N to Amersfoort / RD New (2)',
'transformation',
23031,
28992,
'NAM-Nld',
2,
1172,
'Oil exploration.',
Null,
9632,
9001,
9001,
'Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1031).',
'Shell / NAM',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1033,
'Belge 72 / Lambert to ED50 / UTM zone 31N (1)',
'transformation',
31300,
23031,
'NCG-Bel',
1,
1044,
'?',
999,
9631,
9001,
9001,
'For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1034).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1034,
'ED50 / UTM zone 31N to Belge 72 / Lambert (1)',
'transformation',
23031,
31300,
'NCG-Bel',
1,
1044,
'?',
999,
9631,
9001,
9001,
'For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1033).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1035,
'Astra Minas to Campo Inchauspe / Argentina 2 (1)',
'transformation',
5800,
22192,
'IHS-Arg ComRiv',
1,
1265,
'Oil exploration.',
5,
9621,
Null,
Null,
'',
'IHS Energy',
'OGP',
TO_DATE('2006-12-11'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1036,
'OSGB 1936 / British National Grid to ETRS89 (1)',
'transformation',
27700,
4258,
'OSGB-Gbr',
1,
1264,
'Accuracy 0.2m at 67% confidence level.',
0.2,
9633,
Null,
Null,
'Withdrawn and replaced by OSGB 1936 / British National Grid to ETRS89 (2) (code 1039). May be taken as approximate transformation to WGS 84 - see tfm code 1681.',
'http://www.gps.gov.uk/gpssurveying.asp',
'OGP',
TO_DATE('2007-03-22'),
'2002.620 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1037,
'Amersfoort / RD New to ED50 / TM 5 NE (1)',
'transformation',
28992,
23095,
'NAM-Nld',
1,
1630,
'Oil exploration.',
Null,
9632,
9001,
9001,
'Used by NAM. For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1038).',
'Shell / NAM',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1038,
'ED50 / TM 5 NE to Amersfoort / RD New (1)',
'transformation',
23095,
28992,
'NAM-Nld',
2,
1630,
'Oil exploration.',
Null,
9632,
9001,
9001,
'Used by NAM. For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1037).',
'Shell / NAM',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1039,
'OSGB 1936 / British National Grid to ETRS89 (2)',
'transformation',
27700,
4258,
'OSGB-UK Gbr02',
2,
1264,
'Accuracy 0.1m at 67% confidence level.',
0.1,
9633,
Null,
Null,
'Replaces OSGB 1936 / British National Grid to ETRS89 (1) (code 1036). May be taken as approximate transformation OSGB 1936 / British National Grid to WGS 84 - see code 15956.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2007-07-15'),
'2007.067',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1040,
'OSGB 1936 / British National Grid to WGS 84 (2)',
'transformation',
27700,
4979,
'EPSG-UK Gbr02',
2,
1264,
'Accuracy 1m.',
1,
9633,
Null,
Null,
'Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1041,
'TM75 to ETRS89 (1)',
'transformation',
4300,
4258,
'Osi-Ire',
1,
1305,
'Accuracy 0.4m (95%).',
0.4,
9648,
9102,
9102,
'Derived at 183 points. Recommended by OSi and OSNI for all horizontal transformations in the Republic and Northern Ireland. Use iteration for reverse transformation ETRS89 to TM75. May be used as approximation for TM75 to WGS 84 (see code 1042).',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2002-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1042,
'TM75 to WGS 84 (1)',
'transformation',
4300,
4326,
'EPSG-Ire',
1,
1305,
'Accuracy 1m.',
1,
9648,
9102,
9102,
'Parameter values taken from TM75 to ETRS89 (1) (code 1041) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Use iteration for reverse transformation WGS 84 to TM75.',
'OGP',
'OGP',
TO_DATE('2002-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1043,
'ED50 to ED87 (1)',
'transformation',
4230,
4231,
'5Nat-NSea-90',
1,
2330,
'?',
1,
9651,
9102,
9102,
'Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.',
'Norwegian Mapping Authority publication 1990:1',
'OGP',
TO_DATE('2002-12-21'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1044,
'Amersfoort / RD New to ED50 / UTM zone 31N (1)',
'transformation',
28992,
23031,
'NCG-Nld',
1,
1275,
'?',
1,
9653,
9001,
9001,
'For reverse transformation see ED50 / UTM 31N to Amersfoort / RD New (1) (code 1045).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2009-07-01'),
'2009.046',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1045,
'ED50 / UTM zone 31N to Amersfoort / RD New (1)',
'transformation',
23031,
28992,
'NCG-Nld',
1,
1275,
'?',
1,
9653,
9001,
9001,
'For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (1) (code 1044).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2009-07-01'),
'2009.046',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1046,
'Amersfoort / RD New to ED50 / UTM zone 31N (2)',
'transformation',
28992,
23031,
'NAM-Nld',
2,
1275,
'Oil exploration.',
1,
9653,
9001,
9001,
'For reverse transformation see ED50 / UTM zone 31N to Amersfoort / RD New (2) (code 1047). Used by NAM until early 2006 when replaced by concatenation of tfms Amersfoort to WGS 84 (2) and WGS 84 to ED50 (18) (tfm codes 1672 and 1311) - see tfm 4837.',
'Shell / NAM',
'OGP',
TO_DATE('2010-02-18'),
'2009.013 2009.046 2009.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1047,
'ED50 / UTM zone 31N to Amersfoort / RD New (2)',
'transformation',
23031,
28992,
'NAM-Nld',
2,
1275,
'Oil exploration.',
1,
9653,
9001,
9001,
'For reverse transformation see Amersfoort / RD New to ED50 / UTM zone 31 (2) (code 1046). Used by NAM until early 2006 when replaced by concatenation of tfms ED50 to WGS 84 (18) and WGS 84 to Amersfoort (2) (tfm codes 1311 and 1672) - see tfm 4837.',
'Shell / NAM',
'OGP',
TO_DATE('2010-02-18'),
'2009.013 2009.046 2009.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1048,
'Belge 72 / Lambert to ED50 / UTM zone 31N (1)',
'transformation',
31300,
23031,
'NCG-Bel',
1,
1347,
'?',
1,
9652,
9001,
9001,
'For reverse transformation see ED50 / UTM 31N to Belge 72 / Lambert (code 1049).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1049,
'ED50 / UTM zone 31N to Belge 72 / Lambert (1)',
'transformation',
23031,
31300,
'NCG-Bel',
1,
1347,
'?',
1,
9652,
9001,
9001,
'For reverse transformation see Belge 72 / Lambert to ED50 / UTM 31N (code 1048).',
'Nederlandse Commissie voor Geodesie publication 30; "Globale en Lokale Geodetische Systemen"; G. Strang van Hees.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1050,
'Amersfoort / RD New to ED50 / TM 5 NE (1)',
'transformation',
28992,
23095,
'NAM-Nld',
1,
1275,
'Oil exploration.',
1,
9653,
9001,
9001,
'For reverse transformation see ED50 / TM 5 NE to Amersfoort / RD New (1) (code 1051). Used by NAM until early 2006 when replaced by concatenation of tfms Amersfoort to WGS 84 (2) and WGS 84 to ED50 (18) (tfm codes 1672 and 1311) - see tfm 4837.',
'Shell / NAM',
'OGP',
TO_DATE('2010-02-18'),
'2009.013 2009.046 2009.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1051,
'ED50 / TM 5 NE to Amersfoort / RD New (1)',
'transformation',
23095,
28992,
'NAM-Nld',
2,
1275,
'Oil exploration.',
1,
9653,
9001,
9001,
'For reverse transformation see Amersfoort / RD New to ED50 / TM 5 NE (1) (code 1050). Used by NAM until early 2006 when replaced by concatenation of tfms ED50 to WGS 84 (18) and WGS 84 to Amersfoort (2) (tfm codes 1311 and 1672) - see tfm 4837.',
'Shell / NAM',
'OGP',
TO_DATE('2010-02-18'),
'2009.013 2009.046 2009.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1052,
'ED50 to WGS 84 (35)',
'transformation',
4230,
4326,
'DMA-Eur W',
35,
2879,
'Minerals management in Germany.',
5,
9654,
9102,
9102,
'Adopted at June 2003 agreement between LBA and BSH. From TR8350.2 MRE for onshore western Europe. May be approximated to better than 0.5m by transformation code 1998. LBA will also accept TR8350.2 mean Europe geocentric translation (code 1133).',
'Landesbergamt for Lower Saxony and Bundesanstalt fuer Seeschifffahrt und Hydrographie.',
'OGP',
TO_DATE('2007-03-22'),
'2003.201 2004.630 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1053,
'NTF to RGF93 (1)',
'transformation',
4275,
4171,
'IGN-Fra 1m',
1,
3694,
'For applications requiring an accuracy of better than 1 metre.',
1,
9655,
Null,
Null,
'May be used for transformation of NTF to/from ETR89 and WGS 84 as RGF93 may be considered equivalent to ETRS89 or WGS 84 within the accuracy of the transformation. See tfm codes 1054 and 15939. May be emulated using NTv2 method - see tfm code 15958.',
'Institut Geographique National (IGN) document NTG_88.pdf, "Grille de parametres de transformation de coordonnees". http://www.ign.fr',
'OGP',
TO_DATE('2010-03-30'),
'2007.036 2007.069 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1054,
'NTF to ETRS89 (2)',
'transformation',
4275,
4258,
'EPSG-Fra 1m',
2,
3694,
'For applications requiring an accuracy of better than 1 metre.',
1,
9655,
Null,
Null,
'These parameter values are taken from NTF to RGF93 (1) (code 1053) as RGF93 may be considered equivalent to ETRS89 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15959.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2007.036 2007.068 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1055,
'Ain el Abd to WGS 84 (3)',
'transformation',
4204,
4326,
'WGC-Kwt',
3,
1136,
'1 metre accuracy.',
1,
9603,
Null,
Null,
'Derived at station K1.',
'KOC',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1056,
'Ain el Abd to WGS 84 (4)',
'transformation',
4204,
4326,
'Par-Kwt',
4,
1136,
'1 metre accuracy.',
1,
9607,
Null,
Null,
'Derivation is more precise, but no evidence that accuracy is better than Ain el Abd to WGS 84 (3). OGP recommends using Ain el Abd to WGS 84 (3).',
'KOC',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1057,
'Ain el Abd to WGS 84 (5)',
'transformation',
4204,
4326,
'Par-Kwt N',
5,
2956,
'1 metre accuracy.',
1,
9607,
Null,
Null,
'.',
'KOC',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1058,
'Ain el Abd to WGS 84 (6)',
'transformation',
4204,
4326,
'Par-Kwt S',
6,
2957,
'1 metre accuracy.',
1,
9607,
Null,
Null,
'',
'KOC',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1059,
'KOC to WGS 84 (1)',
'transformation',
4246,
4326,
'WGC-Kwt',
1,
3267,
'1 metre accuracy.',
1,
9603,
Null,
Null,
'',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1060,
'NGN to WGS 84 (1)',
'transformation',
4318,
4326,
'Mun-Kwt',
1,
3267,
'1 metre accuracy.',
1,
9603,
Null,
Null,
'',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1061,
'Kudams to WGS 84 (1)',
'transformation',
4319,
4326,
'Mun-Kwt',
1,
1310,
'For applications requiring an accuracy of better than 1 metre.',
1,
9603,
Null,
Null,
'',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1062,
'Kudams to WGS 84 (2)',
'transformation',
4319,
4326,
'Par-Kwt',
2,
1310,
'For applications requiring an accuracy of better than 1 metre.',
1,
9607,
Null,
Null,
'',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1063,
'Vientiane 1982 to Lao 1997 (1)',
'transformation',
4676,
4678,
'NGD-Lao',
1,
1138,
'Accuracy 2m.',
2,
9603,
Null,
Null,
'Derived at 8 stations.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1064,
'Lao 1993 to Lao 1997 (1)',
'transformation',
4677,
4678,
'NGD-Lao',
1,
1138,
'Accuracy 0.15m',
0.15,
9603,
Null,
Null,
'Derived at 25 stations.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1065,
'Lao 1997 to WGS 84 (1)',
'transformation',
4678,
4326,
'NGD-Lao',
1,
1138,
'Accuracy 5m.',
5,
9603,
Null,
Null,
'Derived at 25 stations.',
'National Geographic Department',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1066,
'Amersfoort to ETRS89 (2)',
'transformation',
4289,
4258,
'NCG-Nld 2000',
2,
1275,
'Accuracy 0.5m',
0.5,
9636,
Null,
Null,
'Replaced by Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 1751.',
'http://rdnap.kadaster.nl/rd/index.html. Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2005.080 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1067,
'Minna to WGS 84 (11)',
'transformation',
4263,
4326,
'Stat-Nga',
11,
1717,
'Oil industry exploration and production.',
8,
9603,
Null,
Null,
'Used by Statoil for deep water blocks 210, 213, 217 and 218. Parameter values interpolated from Racal Survey geocentric translation contour charts for each of these four blocks and then meaned.',
'Statoil.',
'OGP',
TO_DATE('2008-11-07'),
'2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1068,
'Guam 1963 to NAD83(HARN) (1)',
'transformation',
4675,
4152,
'NGS-Gum',
1,
3255,
'Geodetic survey. Accuracy 3 m in each component, 1 sigma.',
5,
9613,
Null,
Null,
'NADCON method which expects longitudes positive west; EPSG GeogCRSs Guam 1963 and NAD83(HARN) (codes 4675 and 4152) have longitudes positive east. Can be used as approximation for tfm between Guam 1963 and WGS 84 - see tfm code 1069.',
'ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/readme.txt',
'OGP',
TO_DATE('2010-03-30'),
'2009.044 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1069,
'Guam 1963 to WGS 84 (2)',
'transformation',
4675,
4326,
'EPSG-Gum',
2,
3255,
'Accuracy 5m.',
5,
9613,
Null,
Null,
'Parameter files are from Guam 1963 to NAD83(HARN) (1) (code 1068), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2006.021 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1070,
'Guam 1963 to WGS 84 (1)',
'transformation',
4675,
4326,
'DMA-Gum',
1,
3255,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.044 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1071,
'Palestine 1923 to Israel (1)',
'transformation',
4281,
4141,
'SoI-Isr',
1,
1126,
'Accuracy: 1.5m',
1.5,
9603,
Null,
Null,
'For more accurate transformation contact Survey of Israel.',
'Survey of Israel',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1072,
'Palestine 1923 / Israeli CS to Israel / Israeli TM (1)',
'transformation',
28193,
2039,
'SoI-Isr',
1,
2603,
'Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31deg15''N).',
3,
9656,
Null,
Null,
'For more accurate transformation contact Survey of Israel.',
'Survey of Israel',
'OGP',
TO_DATE('2010-03-30'),
'2006.890 2008.045 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1073,
'Israel to WGS 84 (1)',
'transformation',
4141,
4326,
'SoI-Isr',
1,
1126,
'Accuracy: 2m',
2,
9603,
Null,
Null,
'For more accurate transformation contact Survey of Israel.',
'Survey of Israel',
'OGP',
TO_DATE('2004-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1074,
'Palestine 1923 to WGS 84 (1)',
'transformation',
4281,
4326,
'EPSG-Isr',
1,
1126,
'Oil Exploration. Accuracy: 1m to north and 5m to south of east-west line through Beersheba (31deg15''N).',
2,
9606,
Null,
Null,
'Not recognised by Survey of Israel. See Palestine 1923 to WGS 84 (2) (code 8650).',
'Various industry sources',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1075,
'ED50 to WGS 84 (38)',
'transformation',
4230,
4326,
'TPAO-Tur',
38,
2896,
'Oil Exploration',
10,
9603,
Null,
Null,
'Derived in 1987 by Geodetic for TPAO. Used on BP 1991/92 2D seismic surveys in central and eastern Turkish sector of Black Sea. In Turkey, replaced by tfm code 1784. Also adopted for use offshore Israel.',
'Various industry sources',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1076,
'PSAD56 to WGS 84 (13)',
'transformation',
4248,
4326,
'EPSG-Ven',
13,
1251,
'Approximation at the +/- 1m level.',
1,
9636,
Null,
Null,
'Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-03-26'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1077,
'La Canoa to WGS 84 (2)',
'transformation',
4247,
4326,
'EPSG-Ven',
2,
1251,
'Approximation at the +/- 1m level.',
1,
9636,
Null,
Null,
'Parameter values are from La Canoa to REGVEN (1) (code 1076) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-03-26'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1078,
'Luxembourg 1930 to ETRS89 (2)',
'transformation',
4181,
4258,
'ACT-Lux 0.1m',
2,
1146,
'For applications to an accuracy of 0.1 metre.',
0.1,
9636,
Null,
Null,
'May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1079.',
'Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT',
'OGP',
TO_DATE('2004-03-09'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1079,
'Luxembourg 1930 to WGS 84 (2)',
'transformation',
4181,
4326,
'EPSG-Lux 0.5m',
2,
1146,
'For applications to an accuracy of 0.5 metre.',
0.5,
9636,
Null,
Null,
'Parameter values from Luxembourg 1930 to ETRS89 (2) (code 1078). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT',
'OGP',
TO_DATE('2004-03-09'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1080,
'CI1971 to WGS 84 (1)',
'transformation',
4672,
4326,
'DMA-Nzl CI',
1,
2889,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-21'),
'2005.200 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1081,
'CI1979 to WGS 84 (1)',
'transformation',
4673,
4326,
'OSG-Nzl CI',
1,
2889,
'For applications requiring 2m accuracy.',
2,
9607,
Null,
Null,
'Derived at 4 stations using concatenation through WGS72. Parameter vales are also used to transform CI1979 to NZGD2000 - see tfm code 1082.',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1082,
'CI1979 to NZGD2000 (1)',
'transformation',
4673,
4167,
'OSG-Nzl CI',
1,
2889,
'For applications requiring 2m accuracy.',
2,
9607,
Null,
Null,
'Parameter vales are from CI1979 to WGS 84 (1) (code 1081) assuming that WGS 84 is equivalent to NZGD2000 within the accuracy of the transformation.',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1083,
'JAD69 to WGS 72 (2)',
'transformation',
4242,
4322,
'PC-Jam',
2,
3342,
'For oil exploration.',
10,
9603,
Null,
Null,
'Derived in 1981 through Transit observations at 4 stations by Geodetic Survey for Petroleum Corporation of Jamaica.',
'"GPS Coordinate Transformation Parameters for Jamaica", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org',
'OGP',
TO_DATE('2007-01-19'),
'2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1084,
'JAD69 to WGS 84 (1)',
'transformation',
4242,
4326,
'UT-Jam 5m',
1,
3342,
'For applications requiring 5m accuracy.',
5,
9603,
Null,
Null,
'Derived via NAD27 and WGS 72. Preliminary values derived by Survey Department but not officially promulgated.',
'"GPS Coordinate Transformation Parameters for Jamaica", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org',
'OGP',
TO_DATE('2007-01-19'),
'2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1085,
'JAD69 to WGS 84 (2)',
'transformation',
4242,
4326,
'UT-Jam 2m',
2,
3342,
'For applications requiring 2m accuracy.',
2,
9603,
Null,
Null,
'Derived at 4 stations, tested at a further 9.',
'"GPS Coordinate Transformation Parameters for Jamaica", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org',
'OGP',
TO_DATE('2007-01-19'),
'2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1086,
'JAD69 to WGS 84 (3)',
'transformation',
4242,
4326,
'UT-Jam 1m',
3,
3342,
'For applications requiring 1m accuracy.',
1,
9607,
Null,
Null,
'Derived at 4 stations, tested at a further 9.',
'"GPS Coordinate Transformation Parameters for Jamaica", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003). http://www.surveyreview.org',
'OGP',
TO_DATE('2004-02-17'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1087,
'ED50 to WGS 84 (37)',
'transformation',
4230,
4326,
'RJGC-Jor',
37,
1130,
'Topographic mapping.',
999,
9603,
Null,
Null,
'Information has not been confirmed by National Mapping Agency.',
'Various industry sources',
'OGP',
TO_DATE('2004-01-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1088,
'Monte Mario to WGS 84 (5)',
'transformation',
4265,
4326,
'ENI-Ita Adr N Anc',
5,
2882,
'Oil exploration and production',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1089,
'Monte Mario to WGS 84 (6)',
'transformation',
4265,
4326,
'ENI-Ita Adr Anc-Gar',
6,
2883,
'Oil exploration and production',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1090,
'Monte Mario to WGS 84 (7)',
'transformation',
4265,
4326,
'ENI-Ita Adr S Gar',
7,
2884,
'Oil exploration and production',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1091,
'Monte Mario to WGS 84 (8)',
'transformation',
4265,
4326,
'ENI-Ita Otr',
8,
2885,
'Marine navigation',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1092,
'Monte Mario to WGS 84 (9)',
'transformation',
4265,
4326,
'ENI-Ita N Jon',
9,
2886,
'Marine navigation',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1093,
'Monte Mario to WGS 84 (10)',
'transformation',
4265,
4326,
'ENI-Ita E Sic',
10,
2887,
'Marine navigation',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1094,
'Monte Mario to WGS 84 (11)',
'transformation',
4265,
4326,
'ENI-Ita W Sic',
11,
2888,
'Marine navigation',
10,
9603,
Null,
Null,
'',
'ENI E\&P Division (AGIP)',
'OGP',
TO_DATE('2004-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1095,
'PSAD56 to WGS 84 (13)',
'transformation',
4248,
4326,
'EPSG-Ven',
13,
1251,
'Approximation at the +/- 1m level.',
15,
9636,
Null,
Null,
'Parameter values are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-05'),
'2004.184',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1096,
'La Canoa to WGS 84 (2)',
'transformation',
4247,
4326,
'EPSG-Ven',
2,
3327,
'Approximation at the +/- 1m level.',
15,
9636,
Null,
Null,
'Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2004.184 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1097,
'Dealul Piscului 1970 to WGS 84 (2)',
'transformation',
4317,
4326,
'EPSG-Rom',
2,
1197,
'Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that Pulkovo 1942 in Romania is equivalent to Dealul Piscului 1970.',
'OGP',
'OGP',
TO_DATE('2007-08-28'),
'2007.082',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1098,
'IGM95 to ETRS89 (1)',
'transformation',
4670,
4258,
'IGM-Ita',
1,
1127,
'IGM95 is a realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation IGM95 to WGS 84 - see code 1099.',
'ENI',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1099,
'IGM95 to WGS 84 (1)',
'transformation',
4670,
4326,
'IGM-Ita',
1,
1127,
'Approximation at the 1m level.',
1,
9603,
Null,
Null,
'Parameter values taken from IGM95 to ETRS89 (1) (code 1098) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation.',
'ENI',
'OGP',
TO_DATE('2004-01-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1100,
'Adindan to WGS 84 (1)',
'transformation',
4201,
4326,
'DMA-Eth Sud',
1,
1271,
'For military purposes only. Accuracy 5m in each axis.',
9,
9603,
Null,
Null,
'Derived at 22 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1101,
'Adindan to WGS 84 (2)',
'transformation',
4201,
4326,
'DMA-Bfa',
2,
1057,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Burkino Faso.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2002.380 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1102,
'Adindan to WGS 84 (3)',
'transformation',
4201,
4326,
'DMA-Cmr',
3,
3226,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Cameroon.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2002.380 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1103,
'Adindan to WGS 84 (4)',
'transformation',
4201,
4326,
'DMA-Eth',
4,
1091,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 8 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1104,
'Adindan to WGS 84 (5)',
'transformation',
4201,
4326,
'DMA-Mli',
5,
1153,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Mali.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2002.380 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1105,
'Adindan to WGS 84 (6)',
'transformation',
4201,
4326,
'DMA-Sen',
6,
3304,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations connected to the Adindan network through the 1968-69 12th parallel traverse. Note: Adindan datum is used in Ethiopia and Sudan, not Senegal.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2002.380 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1106,
'Adindan to WGS 84 (7)',
'transformation',
4201,
4326,
'DMA-Sud',
7,
3311,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 14 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1107,
'Afgooye to WGS 84 (1)',
'transformation',
4205,
4326,
'DMA-Som',
1,
1214,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1108,
'AGD66 to WGS 84 (1)',
'transformation',
4202,
4326,
'DMA-Aus',
1,
2575,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 105 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2006-01-02'),
'2005.200 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1109,
'AGD84 to WGS 84 (1)',
'transformation',
4203,
4326,
'DMA-Aus',
1,
2575,
'For military purposes only. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 90 stations. Note: AGD84 officially adopted only in Queensland, South Australia and Western Australia.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1110,
'Ain el Abd to WGS 84 (1)',
'transformation',
4204,
4326,
'DMA-Bhr',
1,
1040,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'1997.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1111,
'Ain el Abd to WGS 84 (2)',
'transformation',
4204,
4326,
'DMA-Sau',
2,
1206,
'For military purposes. Accuracy 10m in each axis.',
18,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1112,
'Amersfoort to WGS 84 (1)',
'transformation',
4289,
4326,
'NCG-Nld 93',
1,
1275,
'?',
1,
9606,
Null,
Null,
'Replaced by Amersfoort to WGS 84 (2) (code 1672).',
'Nederlandse Commissie voor Geodesie publication 30; 1993.',
'OGP',
TO_DATE('2007-03-22'),
'1997.070 2002.900 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1113,
'Arc 1950 to WGS 84 (1)',
'transformation',
4209,
4326,
'DMA-mean',
1,
2312,
'For military purposes only. Accuracy 20m, 33m and 20m in X, Y and Z axes.',
44,
9603,
Null,
Null,
'Derived at 41 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1114,
'Arc 1950 to WGS 84 (2)',
'transformation',
4209,
4326,
'DMA-Bwa',
2,
1051,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1115,
'Arc 1950 to WGS 84 (3)',
'transformation',
4209,
4326,
'DMA-Bdi',
3,
1058,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200 2009.025',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1116,
'Arc 1950 to WGS 84 (4)',
'transformation',
4209,
4326,
'DMA-Lso',
4,
1141,
'For military purposes. Accuracy 3m, 3m and 8m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1117,
'Arc 1950 to WGS 84 (5)',
'transformation',
4209,
4326,
'DMA-Mwi',
5,
1150,
'For military purposes. Accuracy 9m, 24m and 8m in X, Y and Z axes.',
27,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1118,
'Arc 1950 to WGS 84 (6)',
'transformation',
4209,
4326,
'DMA-Swz',
6,
1224,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1119,
'Arc 1950 to WGS 84 (7)',
'transformation',
4209,
4326,
'DMA-Cod',
7,
1259,
'For military purposes. Accuracy 25m in each axis.',
25,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-09-30'),
'2005.150 2005.200',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1120,
'Arc 1950 to WGS 84 (8)',
'transformation',
4209,
4326,
'DMA-Zmb',
8,
1260,
'For military purposes. Accuracy 21m, 21m and 27m in X, Y and Z axes.',
41,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1121,
'Arc 1950 to WGS 84 (9)',
'transformation',
4209,
4326,
'DMA-Zwe',
9,
1261,
'For military purposes. Accuracy 5m, 8m and 11m in X, Y and Z axes.',
15,
9603,
Null,
Null,
'Derived at 10 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1122,
'Arc 1960 to WGS 84 (1)',
'transformation',
4210,
4326,
'DMA-Ken Tza',
1,
2311,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 25 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1123,
'Batavia to WGS 84 (1)',
'transformation',
4211,
4326,
'DMA-Idn Sumatra',
1,
1355,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Note: The area of use cited for this transformation (Sumatra) is not consistent with the area of use (Java) for the Batavia (Genuk) coordinate reference system. Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1124,
'Bermuda 1957 to WGS 84 (1)',
'transformation',
4216,
4326,
'DMA-Bmu',
1,
1047,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1125,
'Bogota 1975 to WGS 84 (1)',
'transformation',
4218,
4326,
'DMA-Col',
1,
3686,
'For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived in 1987 at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1126,
'Bukit Rimpah to WGS 84 (1)',
'transformation',
4219,
4326,
'DMA-Idn BBI',
1,
1287,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-21'),
'2002.151 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1127,
'Campo Inchauspe to WGS 84 (1)',
'transformation',
4221,
4326,
'DMA-Arg',
1,
1033,
'For military purposes. Accuracy 5m in each axis.',
9,
9603,
Null,
Null,
'Derived at 20 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1128,
'Cape to WGS 84 (1)',
'transformation',
4222,
4326,
'DMA-Zaf',
1,
1215,
'For military purposes. Accuracy 3m, 6m and 6m in X, Y and Z axes.',
9,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1129,
'Cape to WGS 84 (2)',
'transformation',
4222,
4326,
'DSLI-Zaf',
2,
1215,
'?',
15,
9603,
Null,
Null,
'Residuals should not exceed 15 metres. Parameter values are from Cape to Hartebeesthoek94 (1) (code 1504) assuming that Hartebeesthoek94 and WGS 84 are equivalent within the accuracy of the transformation.',
'Private Communication, Directorate of Surveys and Land Information, Cape Town.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1130,
'Carthage to WGS 84 (1)',
'transformation',
4223,
4326,
'DMA-Tun',
1,
1236,
'For military purposes. Accuracy 6m, 9m and 8m in X, Y and Z axes.',
14,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1131,
'Chua to WGS 84 (1)',
'transformation',
4224,
4326,
'DMA-Pry',
1,
3675,
'For military purposes. Accuracy 6m, 9m and 5m in X, Y and Z axes.',
12,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2005.210 2005.840 2006.490 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1132,
'Corrego Alegre to WGS 84 (1)',
'transformation',
4225,
4326,
'DMA-Bra',
1,
1293,
'For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 17 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-12-30'),
'2005.200 2005.841',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1133,
'ED50 to WGS 84 (1)',
'transformation',
4230,
4326,
'DMA-mean',
1,
2420,
'For military purposes. Accepted for minerals management in Germany. Accuracy 3m, 8m and 5m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 85 stations. In Germany will be accepted by LBA for minerals management purposes as alternative to tfm 1052 or 1998.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2006-03-16'),
'2004.630 2005.200 2005.471',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1134,
'ED50 to WGS 84 (2)',
'transformation',
4230,
4326,
'DMA-cenEur',
2,
2421,
'For military purposes only. Accuracy 3m each axis.',
6,
9603,
Null,
Null,
'Derived at 52 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1135,
'ED50 to WGS 84 (3)',
'transformation',
4230,
4326,
'DMA-midEast',
3,
2345,
'For military purposes only.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1136,
'ED50 to WGS 84 (4)',
'transformation',
4230,
4326,
'DMA-Cyp',
4,
1078,
'For military purposes only. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1137,
'ED50 to WGS 84 (5)',
'transformation',
4230,
4326,
'DMA-Egy',
5,
1086,
'For military purposes. Accuracy 6m, 8m and 8m in X, Y and Z axes.',
13,
9603,
Null,
Null,
'Derived at 14 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1138,
'ED50 to WGS 84 (6)',
'transformation',
4230,
4326,
'DMA-Irl Gbr',
6,
2343,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 40 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1139,
'ED50 to WGS 84 (7)',
'transformation',
4230,
4326,
'DMA-Fin Nor',
7,
2344,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 20 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1140,
'ED50 to WGS 84 (8)',
'transformation',
4230,
4326,
'DMA-Grc',
8,
1106,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1141,
'ED50(ED77) to WGS 84 (2)',
'transformation',
4154,
4326,
'DMA-Irn',
2,
1123,
'For military purposes. Accuracy 9m, 12m and 11m in X, Y and Z axes.',
19,
9603,
Null,
Null,
'Given by DMA as from ED50. OGP interpret that as ED50(ED77) in Iran. Derived at 27 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2000.060 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1142,
'ED50 to WGS 84 (10)',
'transformation',
4230,
4326,
'DMA-Ita Sard',
10,
2339,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1143,
'ED50 to WGS 84 (11)',
'transformation',
4230,
4326,
'DMA-Ita Sic',
11,
2340,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1144,
'ED50 to WGS 84 (12)',
'transformation',
4230,
4326,
'DMA-Mlt',
12,
1154,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1145,
'ED50 to WGS 84 (13)',
'transformation',
4230,
4326,
'DMA-Prt Esp',
13,
2338,
'For military purposes only. Accuracy 5m, 6m and 3m in X, Y and Z axes.',
9,
9603,
Null,
Null,
'Derived at 18 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1146,
'ED87 to WGS 84 (1)',
'transformation',
4231,
4326,
'5Nat-NSea-90',
1,
2330,
'?',
0.8,
9606,
Null,
Null,
'',
'Norwegian Mapping Authority publication 1990:1 and note of 13-Feb-1991 "Om Transformasjon mellom Geodetiske Datum i Norge"',
'OGP',
TO_DATE('1997-04-11'),
'1997.030 1997.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1147,
'ED50 to ED87 (2)',
'transformation',
4230,
4231,
'NMA-Nor N65',
2,
2331,
'Geodetic purposes.',
1,
9606,
Null,
Null,
'',
'Norwegian Mapping Authority note of 13-Feb-1991 "Om Transformasjon mellom Geodetiske Datum i Norge"',
'OGP',
TO_DATE('1997-04-11'),
'1997.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1148,
'Egypt 1907 to WGS 84 (1)',
'transformation',
4229,
4326,
'DMA-Egy',
1,
1086,
'For military purposes. Accuracy 3m, 6m and 8m in X, Y and Z axes.',
11,
9603,
Null,
Null,
'Derived at 14 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1149,
'ETRS89 to WGS 84 (1)',
'transformation',
4258,
4326,
'EPSG-eur',
1,
1298,
'ETRS89 and WGS 84 are realisations of ITRS coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-31'),
'1997.240 2000.720 2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1150,
'GDA94 to WGS 84 (1)',
'transformation',
4283,
4326,
'EPSG-Aus',
1,
2575,
'GDA94 is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1151,
'NZGD49 to WGS 84 (1)',
'transformation',
4272,
4326,
'DMA-Nzl',
1,
3285,
'For military purposes only. Accuracy 5m, 3m and 5m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 14 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2008-04-04'),
'2005.200 2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1152,
'Hu Tzu Shan 1950 to WGS 84 (1)',
'transformation',
4236,
4326,
'DMA-Twn',
1,
3315,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'2008.017 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1153,
'Indian 1954 to WGS 84 (1)',
'transformation',
4239,
4326,
'DMA-Tha',
1,
1231,
'For military purposes. Accuracy 15m, 6m and 12m in X, Y and Z axes.',
21,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'1997.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1154,
'Indian 1975 to WGS 84 (1)',
'transformation',
4240,
4326,
'DMA-Tha',
1,
1231,
'For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.',
5,
9603,
Null,
Null,
'Derived at 62 stations. Replaced by Indian 1975 to WGS 84 (2) (code 1304).',
'U.S. Defense Mapping Agency TR8350.2 second edition September 1991',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1155,
'Kalianpur 1937 to WGS 84 (1)',
'transformation',
4144,
4326,
'DMA-Bgd',
1,
1041,
'For military purposes. Accuracy 10m, 8m and 12m in X, Y and Z axes.',
18,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2005-05-27'),
'1997.232 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1156,
'Kalianpur 1975 to WGS 84 (1)',
'transformation',
4146,
4326,
'DMA-Ind Npl',
1,
2411,
'For military purposes. Accuracy 12m, 10m and 15m in X, Y and Z axes.',
22,
9603,
Null,
Null,
'Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. Derived at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2005-05-27'),
'1997.232 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1157,
'Kandawala to WGS 84 (1)',
'transformation',
4244,
4326,
'DMA-Lka',
1,
3310,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1158,
'Kertau 1968 to WGS 84 (1)',
'transformation',
4245,
4326,
'DMA-Mys Sgp',
1,
1309,
'For military purposes. Accuracy 10m, 8m and 6m in X, Y and Z axes.',
15,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2007-01-04'),
'2005.200 2006.251 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1159,
'Leigon to WGS 84 (1)',
'transformation',
4250,
4326,
'DMA-Gha',
1,
1104,
'For military purposes. Accuracy 2m, 3m and 2m in X, Y and Z axes.',
5,
9603,
Null,
Null,
'Derived at 8 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1160,
'Liberia 1964 to WGS 84 (1)',
'transformation',
4251,
4326,
'DMA-Lbr',
1,
3270,
'For military purposes only. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1161,
'Luzon 1911 to WGS 84 (1)',
'transformation',
4253,
4326,
'DMA-Phl N',
1,
2364,
'For military purposes. Accuracy 8m, 11m and 9m in X, Y and Z axes.',
17,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1162,
'Luzon 1911 to WGS 84 (2)',
'transformation',
4253,
4326,
'DMA-Phl Min',
2,
2365,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1163,
'M''poraloko to WGS 84 (1)',
'transformation',
4266,
4326,
'DMA-Gab',
1,
1100,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1164,
'Mahe 1971 to WGS 84 (1)',
'transformation',
4256,
4326,
'DMA-Syc',
1,
2369,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1165,
'Massawa to WGS 84 (1)',
'transformation',
4262,
4326,
'DMA-Eth',
1,
1089,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1166,
'Merchich to WGS 84 (1)',
'transformation',
4261,
4326,
'DMA-Mar',
1,
3280,
'For military purposes. Accuracy 5m, 3m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1167,
'Minna to WGS 84 (1)',
'transformation',
4263,
4326,
'DMA-Cmr',
1,
3226,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations. Note: Minna is used in Nigeria, not Cameroon.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1168,
'Minna to WGS 84 (2)',
'transformation',
4263,
4326,
'DMA-Nga',
2,
1178,
'For military purposes. Accuracy 3m, 6m and 5m in X, Y and Z axes.',
15,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2008-11-07'),
'2005.200 2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1169,
'Monte Mario to WGS 84 (1)',
'transformation',
4265,
4326,
'DMA-Ita Sar',
1,
2339,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2004.080 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1170,
'NAD27 to WGS 84 (1)',
'transformation',
4267,
4326,
'DMA-Carib',
1,
2418,
'For military purposes. Accuracy 3m, 9m and 12m in X, Y and Z axes.',
16,
9603,
Null,
Null,
'Derived at 15 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1171,
'NAD27 to WGS 84 (2)',
'transformation',
4267,
4326,
'DMA-Cen Am',
2,
2419,
'For military purposes only. Accuracy 8m, 3m and 5m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 19 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1172,
'NAD27 to WGS 84 (3)',
'transformation',
4267,
4326,
'DMA-Can',
3,
1061,
'For military purposes only. Accuracy 15m, 11m and 6m in X, Y and Z axes.',
20,
9603,
Null,
Null,
'Derived at 112 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1173,
'NAD27 to WGS 84 (4)',
'transformation',
4267,
4326,
'DMA-Conus',
4,
1323,
'For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 405 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1174,
'NAD27 to WGS 84 (5)',
'transformation',
4267,
4326,
'DMA-ConusE',
5,
2389,
'For military purposes only. Accuracy 5m, 5m and 8m in X, Y and Z axes.',
11,
9603,
Null,
Null,
'Derived at 129 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1175,
'NAD27 to WGS 84 (6)',
'transformation',
4267,
4326,
'DMA-ConusW',
6,
2390,
'For military purposes only. Accuracy 5m, 3m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 276 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1176,
'NAD27 to WGS 84 (7)',
'transformation',
4267,
4326,
'DMA-USA AK',
7,
2412,
'For military purposes only. Accuracy 5m, 9m and 5m in X, Y and Z axes.',
12,
9603,
Null,
Null,
'Derived at 47 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1177,
'NAD27 to WGS 84 (8)',
'transformation',
4267,
4326,
'DMA-Bha xSalv',
8,
2413,
'For military purposes. Accuracy 5m, 3m and 5m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1178,
'NAD27 to WGS 84 (9)',
'transformation',
4267,
4326,
'DMA-Bha Salv',
9,
2414,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1179,
'NAD27 to WGS 84 (10)',
'transformation',
4267,
4326,
'DMA-Can AB BC',
10,
2384,
'For military purposes only. Accuracy 8m, 8m and 6m in X, Y and Z axes.',
13,
9603,
Null,
Null,
'Derived at 25 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1180,
'NAD27 to WGS 84 (11)',
'transformation',
4267,
4326,
'DMA-Can MN ON',
11,
2415,
'For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.',
12,
9603,
Null,
Null,
'Derived at 25 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1181,
'NAD27 to WGS 84 (12)',
'transformation',
4267,
4326,
'DMA-Can E',
12,
2416,
'For military purposes only. Accuracy 6m, 6m and 3m in X, Y and Z axes.',
9,
9603,
Null,
Null,
'Derived at 37 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1182,
'NAD27 to WGS 84 (13)',
'transformation',
4267,
4326,
'DMA-Can NWT',
13,
2410,
'For military purposes only. Accuracy 5m, 5m and 3m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 17 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1183,
'NAD27 to WGS 84 (14)',
'transformation',
4267,
4326,
'DMA-Can Yuk',
14,
2417,
'For military purposes only. Accuracy 5m, 8m and 3m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 8 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1184,
'NAD27 to WGS 84 (15)',
'transformation',
4267,
4326,
'DMA-Pan',
15,
2385,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1185,
'NAD27 to WGS 84 (16)',
'transformation',
4267,
4326,
'DMA-Cuba',
16,
1077,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1186,
'NAD27 to WGS 84 (17)',
'transformation',
4267,
4326,
'DMA-Grl',
17,
2386,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations. Note: NAD27 is not used in Greenland.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2006-07-21'),
'2005.200 2006.466',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1187,
'NAD27 to WGS 84 (18)',
'transformation',
4267,
4326,
'DMA-Mex',
18,
1160,
'For military purposes only. Accuracy 8m, 6m and 6m in X, Y and Z axes.',
12,
9603,
Null,
Null,
'Derived at 22 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1188,
'NAD83 to WGS 84 (1)',
'transformation',
4269,
4326,
'DMA-N Am',
1,
1325,
'Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 354 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'1997.060 2009.108',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1189,
'Nahrwan 1967 to WGS 84 (1)',
'transformation',
4270,
4326,
'DMA-Omn Mas',
1,
2391,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1190,
'Nahrwan 1967 to WGS 84 (2)',
'transformation',
4270,
4326,
'DMA-Sau',
2,
1206,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1191,
'Nahrwan 1967 to WGS 84 (3)',
'transformation',
4270,
4326,
'DMA-UAE',
3,
1243,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1192,
'Naparima 1972 to WGS 84 (1)',
'transformation',
4271,
4326,
'DMA-Tto',
1,
1322,
'For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.',
33,
9603,
Null,
Null,
'CAUTION: OGP believes that these parameter values include a blunder and that if NIMA transformation parameters are to be used the 1987 version (EPSG code 1307) be used.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'1998.102 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1193,
'NTF to WGS 84 (1)',
'transformation',
4275,
4326,
'IGN-Fra',
1,
3694,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'These same parameter values are used to transform to ETRS89. See NTF to ETRS89 (1) (code 1651).',
'IGN technical report RT/G 14; January 1988.',
'OGP',
TO_DATE('2010-03-30'),
'2006.992 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1194,
'MGI to WGS 84 (8)',
'transformation',
4312,
4326,
'LBD-Aut Sty',
8,
1543,
'Provincial GIS and other applications to an accuracy of 0.5 metres.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation MGI to ETRS89 assuming ETRS89 is equivalent to WGS 84 within the accuracy of the transformation - see tfm code 1024. Information source gives scale as -2.388739 ppm.',
'Amt der Steiermarkischen Landesregierung; GIS-STMK. www.gis.steiermark.at',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1195,
'OSGB 1936 to WGS 84 (1)',
'transformation',
4277,
4326,
'DMA-Gbr',
1,
1264,
'For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.',
21,
9603,
Null,
Null,
'Derived at 38 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1196,
'OSGB 1936 to WGS 84 (2)',
'transformation',
4277,
4326,
'DMA-Gbr Eng',
2,
2395,
'For military purposes only. Accuracy 5m, 5m and 6m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 24 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1197,
'OSGB 1936 to WGS 84 (3)',
'transformation',
4277,
4326,
'DMA-Gbr E\&W',
3,
2396,
'For military purposes only. Accuracy 10m, 10m and 15m in X, Y and Z axes.',
21,
9603,
Null,
Null,
'Derived at 25 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1198,
'OSGB 1936 to WGS 84 (4)',
'transformation',
4277,
4326,
'DMA-Gbr Sco',
4,
2397,
'For military purposes only. Accuracy 10m in each axis.',
18,
9603,
Null,
Null,
'Derived at 13 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1199,
'OSGB 1936 to WGS 84 (5)',
'transformation',
4277,
4326,
'DMA-Gbr Wal',
5,
2398,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1200,
'Pointe Noire to WGS 84 (1)',
'transformation',
4282,
4326,
'DMA-Cog',
1,
1072,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1201,
'PSAD56 to WGS 84 (1)',
'transformation',
4248,
4326,
'DMA-mean',
1,
2399,
'For military purposes only. Accuracy 17m, 27m and 27m in X, Y and Z axes.',
42,
9603,
Null,
Null,
'Derived at 63 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1202,
'PSAD56 to WGS 84 (2)',
'transformation',
4248,
4326,
'DMA-Bol',
2,
1049,
'For military purposes only. Accuracy 5m, 11m and 14m in X, Y and Z axes.',
19,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1203,
'PSAD56 to WGS 84 (3)',
'transformation',
4248,
4326,
'DMA-Chl N',
3,
2402,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1204,
'PSAD56 to WGS 84 (4)',
'transformation',
4248,
4326,
'DMA-Chl S',
4,
2403,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1205,
'PSAD56 to WGS 84 (5)',
'transformation',
4248,
4326,
'DMA-Col',
5,
1070,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1206,
'PSAD56 to WGS 84 (6)',
'transformation',
4248,
4326,
'DMA-Ecu',
6,
3241,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1207,
'PSAD56 to WGS 84 (7)',
'transformation',
4248,
4326,
'DMA-Guy',
7,
1114,
'For military purposes. Accuracy 6m, 14m and 5m in X, Y and Z axes.',
17,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1208,
'PSAD56 to WGS 84 (8)',
'transformation',
4248,
4326,
'DMA-Per',
8,
1189,
'For military purposes only. Accuracy 6m, 8m and 12m in X, Y and Z axes.',
16,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1209,
'PSAD56 to WGS 84 (9)',
'transformation',
4248,
4326,
'DMA-Ven',
9,
1251,
'For military purposes only. Accuracy 9m, 14m and 15m in X, Y and Z axes.',
23,
9603,
Null,
Null,
'Derived at 24 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1210,
'POSGAR 94 to WGS 84 (1)',
'transformation',
4694,
4326,
'EPSG-Arg',
1,
1033,
'POSGAR 94 is a local realisation of WGS 84.',
0.2,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2008-06-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1211,
'Qornoq to WGS 84 (1)',
'transformation',
4287,
4326,
'DMA-Grl S',
1,
2407,
'For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1212,
'SAD69 to WGS 84 (1)',
'transformation',
4291,
4326,
'DMA-mean',
1,
1341,
'For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 84 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1213,
'SAD69 to WGS 84 (2)',
'transformation',
4291,
4326,
'DMA-Arg',
2,
1033,
'For military purposes only. Accuracy 5m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 10 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1214,
'SAD69 to WGS 84 (3)',
'transformation',
4291,
4326,
'DMA-Bol',
3,
1049,
'For military purposes. Accuracy 15m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1215,
'SAD69 to WGS 84 (4)',
'transformation',
4291,
4326,
'DMA-Bra',
4,
1053,
'For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 22 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1216,
'SAD69 to WGS 84 (5)',
'transformation',
4291,
4326,
'DMA-Chile',
5,
1066,
'For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1217,
'SAD69 to WGS 84 (6)',
'transformation',
4291,
4326,
'DMA-Col',
6,
1070,
'For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1218,
'SAD69 to WGS 84 (7)',
'transformation',
4291,
4326,
'DMA-Ecu',
7,
1085,
'For military purposes. Accuracy 3m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1219,
'SAD69 to WGS 84 (8)',
'transformation',
4291,
4326,
'DMA-Ecu Gal',
8,
2356,
'For military purposes. Accuracy 25m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1220,
'SAD69 to WGS 84 (9)',
'transformation',
4291,
4326,
'DMA-Guy',
9,
1114,
'For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1221,
'SAD69 to WGS 84 (10)',
'transformation',
4291,
4326,
'DMA-Pgy',
10,
1188,
'For military purposes. Accuracy 15m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1222,
'SAD69 to WGS 84 (11)',
'transformation',
4291,
4326,
'DMA-Peru',
11,
1189,
'For military purposes. Accuracy 5m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1223,
'SAD69 to WGS 84 (12)',
'transformation',
4291,
4326,
'DMA-Tto',
12,
1235,
'For military purposes only. Accuracy 25m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1224,
'SAD69 to WGS 84 (13)',
'transformation',
4291,
4326,
'DMA-Ven',
13,
1251,
'For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.',
Null,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1225,
'Sapper Hill 1943 to WGS 84 (1)',
'transformation',
4292,
4326,
'DMA-Flk E',
1,
2355,
'For military purposes. Accuracy 1m in each axis.',
2,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1226,
'Schwarzeck to WGS 84 (1)',
'transformation',
4293,
4326,
'DMA-Nam',
1,
1169,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1227,
'Tananarive to WGS 84 (1)',
'transformation',
4297,
4326,
'DMA-Mdg',
1,
1149,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-27'),
'2005.200 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1228,
'Timbalai 1948 to WGS 84 (1)',
'transformation',
4298,
4326,
'DMA-Borneo',
1,
1362,
'For military purposes. Accuracy 10m, 10m and 12m in X, Y and Z axes.',
19,
9603,
Null,
Null,
'Derived at 8 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1229,
'TM65 to WGS 84 (1)',
'transformation',
4299,
4326,
'DMA-Ire',
1,
1305,
'For military purposes only. Accuracy 3m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 December 1987.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1230,
'Tokyo to WGS 84 (1)',
'transformation',
4301,
4326,
'DMA-Jpn Kor',
1,
2409,
'For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.',
29,
9603,
Null,
Null,
'Derived at 31 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'1997.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1231,
'Tokyo to WGS 84 (2)',
'transformation',
4301,
4326,
'DMA-Jpn',
2,
1129,
'For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.',
13,
9603,
Null,
Null,
'Derived at 16 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1232,
'Tokyo to WGS 84 (3)',
'transformation',
4301,
4326,
'DMA-Kor',
3,
1135,
'For military purposes only. Accuracy 8m, 5m and 8m in X, Y and Z axes.',
13,
9603,
Null,
Null,
'Derived at 29 stations. Replaced by Tokyo to WGS 84 (5) (code 1305).',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-02-18'),
'1997.060 2007.043 2010.005',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1233,
'Tokyo to WGS 84 (4)',
'transformation',
4301,
4326,
'DMA-Jpn Ok',
4,
2408,
'For military purposes only. Accuracy 20m, 5m and 20m in X, Y and Z axes.',
29,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1234,
'Yacare to WGS 84 (1)',
'transformation',
4309,
4326,
'DMA-Ury',
1,
1247,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1235,
'Zanderij to WGS 84 (1)',
'transformation',
4311,
4326,
'DMA-Sur',
1,
1222,
'For military purposes. Accuracy 5m, 5m and 8m in X, Y and Z axes.',
11,
9603,
Null,
Null,
'Derived at 5 stations.',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1236,
'AGD84 to WGS 84 (2)',
'transformation',
4203,
4326,
'Auslig-Aus old',
2,
2575,
'Preliminary estimate.',
5,
9607,
Null,
Null,
'"Higgins parameters". Replaced by AGD84 to GDA94 (2) (code 1280) and AGD84 to WGS 84 (7) (code 1669). Note: AGD84 officially adopted only in Queensland, South Australia and Western Australia.',
'Australian Surveying and Land Information Group - www.auslig.gov.au/geodesy',
'OGP',
TO_DATE('2010-03-30'),
'2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1237,
'WGS 72 to WGS 84 (1)',
'transformation',
4322,
4326,
'DMA1',
1,
1262,
'For scientific purposes.',
2,
9606,
Null,
Null,
'',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('1996-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1238,
'WGS 72 to WGS 84 (2)',
'transformation',
4322,
4326,
'DMA2',
2,
1262,
'For scientific purposes.',
2,
9606,
Null,
Null,
'',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('1996-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1239,
'WGS 72BE to WGS 72 (1)',
'transformation',
4324,
4322,
'DMA',
1,
1262,
'Geodesy.',
2,
9606,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1996-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1240,
'WGS 72BE to WGS 84 (1)',
'transformation',
4324,
4326,
'DMA',
1,
2346,
'Geodesy.',
2,
9606,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1996-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1241,
'NAD27 to NAD83 (1)',
'transformation',
4267,
4269,
'NGS-Usa Conus',
1,
2374,
'Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.',
0.15,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'1998.201 1998.530 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1242,
'HD72 to WGS 84 (4)',
'transformation',
4237,
4326,
'ELTE-Hun 2004',
4,
1119,
'Accuracy at metre level throughout Hungary.',
1,
9603,
Null,
Null,
'Parameter value error in info source Hungarian text but correct in English summary. Replaces HD72 to WGS 84 (2) (code 1831).',
'Timar and Molnar in Geodezia es Kartografia 56(4):9-13.',
'OGP',
TO_DATE('2008-08-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1243,
'NAD27 to NAD83 (2)',
'transformation',
4267,
4269,
'NGS-Usa AK',
2,
2373,
'Accuracy at 67% confidence level is 0.5m onshore, 5m nearshore and undetermined farther offshore.',
0.5,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east. May be used as transformation to WGS 84 - see NAD27 to WGS 84 (85) (code 15864).',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2006-12-26'),
'1998.201 1998.530 2000.140 2004.360 2006.993',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1244,
'PZ-90 to WGS 84 (2)',
'transformation',
4740,
4326,
'GOST-Rus',
2,
1198,
'Geodetic applications. Accuracy better than 0.5 metre.',
0.5,
9607,
Null,
Null,
'Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001. Republished but with one significant figure less precision to parameter values in GOST R 51794-2008 of December 18 2008.',
'GOST R 51794-2001, approved by GosStandard of Russia Decree #327 of August 9, 2001.',
'OGP',
TO_DATE('2010-03-30'),
'2010.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1245,
'ED50 to WGS 84 (16)',
'transformation',
4230,
4326,
'DMA-Tun',
16,
1236,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1998-04-16'),
'1998.110',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1246,
'Herat North to WGS 84 (1)',
'transformation',
4255,
4326,
'DMA-Afg',
1,
1024,
'For military purposes only.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1247,
'Kalianpur 1962 to WGS 84 (1)',
'transformation',
4145,
4326,
'DMA-Pak',
1,
3289,
'For military purposes.',
999,
9603,
Null,
Null,
'Care! DMA ellipsoid is inconsistent with EPSG ellipsoid - transformation parameter values may not be appropriate. No accuracy estimate available.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'1997.232 2005.210 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1248,
'ID74 to WGS 84 (1)',
'transformation',
4238,
4326,
'DMA-Idn',
1,
1122,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2006.810',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1249,
'NAD27 to WGS 84 (21)',
'transformation',
4267,
4326,
'DMA-AK AluE',
21,
2387,
'For military purposes only. Accuracy 6m, 8m and 10m in X, Y and Z axes.',
15,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1250,
'NAD27 to WGS 84 (22)',
'transformation',
4267,
4326,
'DMA-AK AluW',
22,
2388,
'For military purposes. Accuracy 10m in each axis.',
18,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1251,
'NAD83 to WGS 84 (2)',
'transformation',
4269,
4326,
'DMA-AK Alu',
2,
2157,
'For military purposes only. Accuracy 5m, 2m and 5m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'2009.108',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1252,
'NAD83 to WGS 84 (3)',
'transformation',
4269,
4326,
'DMA-USA Hi',
3,
1334,
'For military purposes only. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1253,
'Nord Sahara 1959 to WGS 84 (1)',
'transformation',
4307,
4326,
'DMA-Alg',
1,
1026,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1254,
'Pulkovo 1942 to WGS 84 (1)',
'transformation',
4284,
4326,
'DMA-Rus',
1,
1198,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1255,
'Nord Sahara 1959 to WGS 84 (2)',
'transformation',
4307,
4326,
'DMA-Dza N',
2,
1365,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'CAUTION: Source CRS described by DMA as from Voirol 1960. OGP believes that the data used in the derivation of these parameters contains a blunder. We recommend using transformation North Sahara 1959 to WGS84 (1) (code 1253). Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2000-06-23'),
'1998.150 2000.470',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1256,
'Fahud to WGS 84 (1)',
'transformation',
4232,
4326,
'DMA-Omn',
1,
3288,
'For military purposes. Accuracy 3m, 3m and 9m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'2005.210 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1257,
'Pulkovo 1995 to PZ-90 (1)',
'transformation',
4200,
4740,
'GOST-Rus',
1,
1198,
'Accuracy better than 1 metre.',
1,
9603,
Null,
Null,
'Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001.',
'GOST R 51794-2001, approved by GosStandard of Russia Decree #327 of August 9, 2001.',
'OGP',
TO_DATE('2008-07-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1258,
'Bogota 1975 (Bogota) to Bogota 1975 (Greenwich)',
'transformation',
4802,
4218,
'IGAC-Col',
1,
1070,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1259,
'Lisbon (Lisbon) to Lisbon (Greenwich)',
'transformation',
4803,
4207,
'IGC-Prt',
1,
1294,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1260,
'Makassar (Jakarta) to Makassar (1)',
'transformation',
4804,
4257,
'EPSG-Idn Sulawesi',
1,
1316,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'1999.790 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1261,
'MGI (Ferro) to MGI (Greenwich)',
'transformation',
4805,
4312,
'BEV-Aut balk',
1,
1166,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1262,
'Monte Mario (Rome) to Monte Mario (1)',
'transformation',
4806,
4265,
'EPSG-Ita',
1,
1127,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'1998.370 1999.790 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1263,
'Padang (Jakarta) to Padang (Greenwich)',
'transformation',
4808,
4280,
'EPSG-Idn Sumatra',
1,
1355,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1264,
'Belge 1950 (Brussels) to Belge 1950 (1)',
'transformation',
4809,
4215,
'IGN-Bel',
1,
1347,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'1999.790 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1265,
'Tananarive (Paris) to Tananarive (1)',
'transformation',
4810,
4297,
'EPSG-Mdg',
1,
3273,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'1999.790 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1266,
'Voirol 1875 (Paris) to Voirol 1875 (1)',
'transformation',
4811,
4304,
'IGN-Dza',
1,
1365,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'1999.790 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1267,
'Pulkovo 1942 to WGS 84 (17)',
'transformation',
4284,
4326,
'GOST-Rus',
17,
1198,
'Accuracy 4 metres.',
4,
9607,
Null,
Null,
'Derived through concatenation of Pulkovo 1942 to PZ-90 (1) (tfm code 15844) and PZ-90 to WGS 84 (2) (tfm code 1244. Mandated for use in Russia by GOST R 51794-2001, but this has been superseded by GOST R 51794-2008. Replaced by tfm code 5044.',
'GOST R 51794-2001, approved by GosStandard of Russia Decree #327 of August 9, 2001.',
'OGP',
TO_DATE('2010-03-30'),
'2010.031 2010.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1268,
'Batavia (Jakarta) to Batavia (Greenwich)',
'transformation',
4813,
4211,
'EPSG-Idn Java',
1,
1285,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1269,
'RT38 (Stockholm) to RT38 (Greenwich)',
'transformation',
4814,
4308,
'NLS-Swe',
1,
1225,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1270,
'Greek (Athens) to Greek (Greenwich)',
'transformation',
4815,
4120,
'NTU-Grc',
1,
1106,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'Topography Department; National Technical University of Athens.',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1271,
'Schwarzeck to WGS 84 (2)',
'transformation',
4293,
4326,
'SLI-Nam',
2,
1169,
'?',
999,
9603,
Null,
Null,
'Beware! Schwarzeck CRS uses German legal metres. Example: Schwarzeck Lat 19d 35m 46.952s S Long 20d 41m 50.649s E; X=5623409.40 Y=2124618.00 Z=-2125847.62 GLM; X=5623485.86 Y=2124646.89 Z=-2125876.53 m; WGS84 X=5624101.50 Y=2124748.97 Z=2126132.34 m.',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('1997-11-13'),
'1997.480',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1272,
'GGRS87 to WGS 84 (1)',
'transformation',
4121,
4326,
'Hel-Grc',
1,
1106,
'For applications requiring 1m or better accuracy.',
1,
9603,
Null,
Null,
'',
'Geodesy Department; Public Petroleum Corporation of Greece.',
'OGP',
TO_DATE('1997-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1273,
'HD72 to ETRS89 (1)',
'transformation',
4237,
4258,
'ELTE-Hun',
1,
1119,
'?',
Null,
9607,
Null,
Null,
'May be taken as approximate transformation HD72 to WGS 84 - see code 1677.',
'http://lazarus.elte.hu/gb/geodez/geod5.htm',
'OGP',
TO_DATE('1997-11-13'),
'1997.470',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1274,
'Pulkovo 1942 to LKS94 (1)',
'transformation',
4284,
4669,
'HNIT-Ltu',
1,
1145,
'?',
9,
9607,
Null,
Null,
'May be taken as approximate transformation Pulkovo 1942 to WGS 84 - see code 1679.',
'HNIT-BALTIC GeoInfoServisas.',
'OGP',
TO_DATE('2006-05-08'),
'2006.310',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1275,
'ED50 to WGS 84 (17)',
'transformation',
4230,
4326,
'IGN-Fra',
17,
1096,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'These same parameter values are used to transform to ETRS89. See ED50 to ETRS89 (10) (code 1650).',
'IGN technical report 14 (January 1988).',
'OGP',
TO_DATE('2006-12-29'),
'1998.110 2006.992',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1276,
'NTF to ED50 (1)',
'transformation',
4275,
4230,
'IGN-Fra',
1,
3694,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'',
'IGN technical report 7 (October 1981).',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1277,
'NTF to WGS 72 (1)',
'transformation',
4275,
4322,
'IGN-Fra',
1,
3694,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'',
'IGN technical report 7 (October 1981).',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1278,
'AGD66 to GDA94 (1)',
'transformation',
4202,
4283,
'Auslig-Aus 5m',
1,
2575,
'5m accuracy.',
5,
9603,
Null,
Null,
'Given to greater precision but no better accuracy at http://www.dehaa.sa.gov.au For higher accuracy requirements see various regional transformations. May be taken as approximate transformation AGD66 to WGS 84 - see code 15788. Derived at 162 stations.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1279,
'AGD84 to GDA94 (1)',
'transformation',
4203,
4283,
'Auslig-Aus 5m',
1,
2575,
'5m accuracy.',
5,
9603,
Null,
Null,
'Derived at 327 stations. May be taken as approximate transformation AGD84 to WGS 84 - see code 15789. For higher accuracy use AGD84 to GDA94 (2) (code 1280). Note: AGD84 officially adopted only in Queensland, South Australia and Western Australia.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2010-03-30'),
'2005.860 2006.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1280,
'AGD84 to GDA94 (2)',
'transformation',
4203,
4283,
'Auslig-Aus 1m',
2,
2575,
'1m accuracy.',
1,
9607,
Null,
Null,
'Replaces AGD84 to WGS 84 (2) (code 1236). May be taken as approximate transformation AGD84 to WGS 84 - see code 1669. Note: although applicable nationwide, AGD84 officially adopted only in Queensland, South Australia and Western Australia.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2010-03-30'),
'2006.010 2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1281,
'Pulkovo 1995 to WGS 84 (1)',
'transformation',
4200,
4326,
'GOST-Rus',
1,
1198,
'Accuracy 1 metre.',
1,
9607,
Null,
Null,
'Derived through concatenation of Pulkovo 1995 to PZ-90 (1) (tfm code 1257) and PZ-90 to WGS 84 (2) (tfm code 1244). Mandated for use in Russia by GOST R 51794-2001, but this has been superseded by GOST R 51794-2008. Replaced by tfm code 5043.',
'GOST R 51794-2001, approved by GosStandard of Russia Decree #327 of August 9, 2001.',
'OGP',
TO_DATE('2010-03-30'),
'2010.031 2010.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1282,
'Samboja to WGS 84 (1)',
'transformation',
4125,
4326,
'TOT-Idn Mah',
1,
1328,
'Oil exploration.',
Null,
9603,
Null,
Null,
'Datum shift derived through ITRF93.',
'Total Indonesia.',
'OGP',
TO_DATE('2000-03-07'),
'2000.230',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1283,
'LKS94 to WGS 84 (1)',
'transformation',
4669,
4326,
'HNIT-Ltu',
1,
1145,
'LKS94 is a realisation of ETRS89 coincident to WGS 84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'HNIT-BALTIC GeoInfoServisas.',
'OGP',
TO_DATE('2006-05-08'),
'1998.130 2006.310',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1284,
'Arc 1960 to WGS 84 (2)',
'transformation',
4210,
4326,
'NIMA-Ken',
2,
1132,
'For military purposes. Accuracy 4m, 3m and 3m in X, Y and Z axes.',
6,
9603,
Null,
Null,
'Derived at 24 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1285,
'Arc 1960 to WGS 84 (3)',
'transformation',
4210,
4326,
'NIMA-Tza',
3,
1230,
'For military purposes. Accuracy 6m, 9m and 10m in X, Y and Z axes.',
15,
9603,
Null,
Null,
'Derived at 12 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1286,
'Segora to WGS 84 (1)',
'transformation',
4294,
4326,
'NIMA-Idn Kal',
1,
2354,
'For military purposes.',
Null,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html',
'OGP',
TO_DATE('1998-03-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1287,
'Pulkovo 1942 to WGS 84 (3)',
'transformation',
4284,
4326,
'NIMA-Hun',
3,
1119,
'For military purposes. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-27'),
'1998.110 2005.200 2005.210',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1288,
'Pulkovo 1942 to WGS 84 (4)',
'transformation',
4284,
4326,
'NIMA-Pol',
4,
1192,
'For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.',
6,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-27'),
'1998.110 2005.200 2005.210',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1289,
'Pulkovo 1942 to WGS 84 (5)',
'transformation',
4284,
4326,
'NIMA-Cze',
5,
1306,
'For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.',
5,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2007-11-01'),
'1998.110 2005.200 2005.210 2007.080',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1290,
'Pulkovo 1942 to WGS 84 (6)',
'transformation',
4284,
4326,
'NIMA-Lva',
6,
1139,
'For military purposes. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-27'),
'1998.110 2005.200 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1291,
'Pulkovo 1942 to WGS 84 (7)',
'transformation',
4284,
4326,
'NIMA-Kaz',
7,
1131,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-27'),
'1998.110 2005.200 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1292,
'Pulkovo 1942 to WGS 84 (8)',
'transformation',
4284,
4326,
'NIMA-Alb',
8,
1025,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-21'),
'1998.110 2005.200 2005.210',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1293,
'Pulkovo 1942 to WGS 84 (9)',
'transformation',
4284,
4326,
'NIMA-Rom',
9,
1197,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2005-05-27'),
'1998.110 2005.200 2005.210',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1294,
'Voirol 1875 to WGS 84 (1)',
'transformation',
4304,
4326,
'NIMA-Dza N',
1,
1365,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1295,
'RGNC91-93 to NEA74 Noumea (4)',
'transformation',
4749,
4644,
'ESRI-Ncl 0.05m',
4,
2823,
'Accuracy 5-10cm.',
0.05,
9615,
Null,
Null,
'Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943). Note reversal of sign of parameter values in grid file.',
'ESRI',
'OGP',
TO_DATE('2008-07-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1296,
'Trinidad 1903 to WGS 84 (1)',
'transformation',
4302,
4326,
'Amoco-Tto Trin',
1,
1339,
'Oil exploration.',
2,
9603,
Null,
Null,
'Derived in 1989 by ONI for Amoco.',
'Trinidad Ministry of Energy and Energy Industries.',
'OGP',
TO_DATE('1998-11-11'),
'1998.380',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1297,
'Tete to Moznet (1)',
'transformation',
4127,
4130,
'DNGC-Moz',
1,
3281,
'Residuals as high as 30 metres.',
30,
9607,
Null,
Null,
'Mean of 32 stations. To reduce the size of the residuals; four regional parameter sets (see codes 1298-1301) were developed. May be taken as approximate transformation Tete to WGS 84 - see code 1683.',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2010-03-30'),
'2006.760 2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1298,
'Tete to Moznet (2)',
'transformation',
4127,
4130,
'DNGC-Moz A',
2,
2350,
'Residuals are generally under 1 metre.',
1,
9607,
Null,
Null,
'Mean of 9 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1684.',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2006-08-18'),
'2006.760',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1299,
'Tete to Moznet (3)',
'transformation',
4127,
4130,
'DNGC-Moz B',
3,
2351,
'Residuals are generally under 4 metres.',
4,
9607,
Null,
Null,
'Mean of 6 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1685.',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2006-08-18'),
'2006.760',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1300,
'Tete to Moznet (4)',
'transformation',
4127,
4130,
'DNGC-Moz C',
4,
2352,
'Residuals are generally under 3 metres.',
3,
9607,
Null,
Null,
'Mean of 11 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1686.',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2006-08-18'),
'2006.760',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1301,
'Tete to Moznet (5)',
'transformation',
4127,
4130,
'DNGC-Moz D',
5,
2353,
'Residuals are 5-10 metres.',
10,
9607,
Null,
Null,
'Mean of 7 stations. May be taken as approximate transformation Tete to WGS 84 - see code 1687.',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2006-08-18'),
'2006.760',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1302,
'Moznet to WGS 84 (1)',
'transformation',
4130,
4326,
'EPSG-Moz',
1,
1167,
'For many purposes Moznet can be considered to be coincident with WGS 84. Accuracy better than 1 metre.',
1,
9607,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1303,
'Pulkovo 1942 to WGS 84 (10)',
'transformation',
4284,
4326,
'KCS-Kaz Cas',
10,
2405,
'Residuals under 2 m.',
2,
9606,
Null,
Null,
'Mean of 13 stations along entire Kazak coastline.',
'KazakCaspiShelf consortium.',
'OGP',
TO_DATE('2000-02-02'),
'2000.050',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1304,
'Indian 1975 to WGS 84 (2)',
'transformation',
4240,
4326,
'NIMA-Tha',
2,
1231,
'For military purposes. Accuracy 3m, 2m and 3m in X, Y and Z axes.',
5,
9603,
Null,
Null,
'Derived at 62 stations. Replaces Indian 1975 to WGS 84 (1) (code 1154).',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2007-03-22'),
'2005.200 2005.460 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1305,
'Tokyo to WGS 84 (5)',
'transformation',
4301,
4326,
'NIMA-Kor',
5,
1135,
'For military purposes. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 29 stations. Replaces Tokyo to WGS 84 (3) (code 1232).',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2007-03-22'),
'2005.200 2005.460 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1306,
'MGI to WGS 84 (1)',
'transformation',
4312,
4326,
'NIMA-balk',
1,
2370,
'For military purposes only.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2005-09-29'),
'2005.200 2005.210 2005.460 2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1307,
'Naparima 1972 to WGS 84 (3)',
'transformation',
4271,
4326,
'NIMA-Tto Tob',
3,
1322,
'For military purposes only. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'(1) See remarks for tfm code 1192. (2) Naparima 1972 is an extension to Tobago of the Napaima 1955 geographic CRS of Trindad. In Trinidad this transformation may also be considered to use Napaima 1955 (code 4158) as its source CRS: see tfm code 1556.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1308,
'NAD83 to WGS 84 (4)',
'transformation',
4269,
4326,
'NGS-Usa ITRF94',
4,
1323,
'Historical record only - superseded - see remarks.',
Null,
9607,
Null,
Null,
'Strictly between NAD83 and ITRF94(1996.0). Superseded by NAD83 to WGS 84 (5) (code 1515).',
'US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html',
'OGP',
TO_DATE('1999-04-22'),
'1999.120 1999.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1309,
'DHDN to ETRS89 (1)',
'transformation',
4314,
4258,
'IfAG-Deu W',
1,
2326,
'For applications with an accuracy at 5 m level.',
5,
9607,
Null,
Null,
'Mean of 69 stations. May be taken as approximate tfm DHDN to WGS 84 (code 1673). Replaced by DHDN to ETRS89 (2) (tfm code 1776) and regional higher accuracy tfms. Note: these later tfms have been published using the Position Vector method.',
'Institute for Cartography and Geodesy; Leipzig.',
'OGP',
TO_DATE('2007-03-22'),
'2000.720 2004.090 2005.180 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1310,
'Pulkovo 1942 to ETRS89 (1)',
'transformation',
4284,
4258,
'IfAG-Deu E',
1,
1343,
'Residuals under 2 m.',
2,
9607,
Null,
Null,
'Mean of 20 stations.',
'Institute for Cartography and Geodesy; Leipzig.',
'OGP',
TO_DATE('2000-10-19'),
'2000.720',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1311,
'ED50 to WGS 84 (18)',
'transformation',
4230,
4326,
'UKOOA-CO',
18,
2342,
'Recommended transformation for UKCS and IrishCS petroleum purposes.',
1,
9606,
Null,
Null,
'Based on ED50 to WGS72 (precise ephemeris) 6-nations agreement of 1981 to which precise to broadcast and broadcast to WGS 84 transformations have been concatenated.',
'The Hydrographic Journal; vol 52 page 50.',
'OGP',
TO_DATE('2006-10-13'),
'2004.480 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1312,
'NAD27 to NAD83 (3)',
'transformation',
4267,
4269,
'GC-Can NT1',
3,
1061,
'Historic record only - now superseded - see remarks.',
1,
9614,
Null,
Null,
'Uses NTv1 method. Replaced in Quebec by code 1462 and elsewhere in 1997 by NTv2 (transformation code 1313). Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.',
'Geomatics Canada - Geodetic Survey Division.',
'OGP',
TO_DATE('2007-03-22'),
'1998.570 2000.140 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1313,
'NAD27 to NAD83 (4)',
'transformation',
4267,
4269,
'GC-Can NT2',
4,
1061,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Uses NTv2 data files. Replaces NTv1 (transformation code 1312) except in Quebec. Input expects longitudes to be positive west; EPSG GeogCRS NAD27 (code 4267) and (code 4269) have longitudes positive east. May be used as tfm to WGS 84 - see code 1693.',
'http://www.geod.nrcan.gc.ca/products/html-public/GSDapps/English/NTv2_Fact_Sheet.html',
'OGP',
TO_DATE('2006-12-29'),
'1998.570 2000.140 2006.993',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1314,
'OSGB 1936 to WGS 84 (6)',
'transformation',
4277,
4326,
'UKOOA-Pet',
6,
1264,
'Oil exploration. Accuracy better than 4m and generally better than 2m.',
2,
9606,
Null,
Null,
'For a more accurate transformation see OSGB 1936 / British National Grid to ETRS89 (2) (code 1039): contact the Ordnance Survey of Great Britain (http://www.gps.gov.uk/gpssurveying.asp) for details.',
'UK Offshore Operators Association. Also at EuroGeographics at http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2010-03-30'),
'2002.620 2005.180 2010.019',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1315,
'OSGB 1936 to ED50 (UKOOA)',
'transformation',
4277,
4230,
'UKOOA-UKCS',
1,
1264,
'For oil exploration. Accuracy better than 4m and generally better than 2m.',
2,
9606,
Null,
Null,
'This transformation is concatenated from OSGB36 to WGS 84 (Petroleum) (code 1314) minus ED50 to WGS 84 (Common Offshore) (code 1311).',
'UK Offshore Operators Association.',
'OGP',
TO_DATE('2010-03-30'),
'2010.019',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1316,
'Manoca to WGS 84 (1)',
'transformation',
4260,
4326,
'SCS-Cmr',
1,
1060,
'?',
999,
9603,
Null,
Null,
'',
'Stolt Comex Seaway and Geoid for Elf.',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1317,
'Camacupa to WGS 72BE (1)',
'transformation',
4220,
4324,
'GSI-Ago',
1,
1604,
'Oil exploration.',
10,
9603,
Null,
Null,
'Derived by Geophysical Services Inc. in 1979 from mean of Transit results at 7 stations.',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1318,
'Camacupa to WGS 84 (1)',
'transformation',
4220,
4326,
'CON-Ago B5',
1,
2316,
'Used for oil exploration by Conoco.',
10,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1319,
'Camacupa to WGS 84 (2)',
'transformation',
4220,
4326,
'TEX-Ago B2',
2,
2317,
'Used for oil exploration by Texaco.',
25,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1320,
'Camacupa to WGS 84 (3)',
'transformation',
4220,
4326,
'SHL-Ago old',
3,
2321,
'Oil exploration prior to 1994.',
10,
9606,
Null,
Null,
'Replaced by Camacupa to WGS 84 (9). Used by Shell prior to 1994.',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'1998.560 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1321,
'Camacupa to WGS 84 (4)',
'transformation',
4220,
4326,
'GSI-Ago',
4,
2320,
'Oil exploration.',
10,
9603,
Null,
Null,
'Derived as mean of 123 Transit passes at station Cabo Ledo NE base in November 1990. Used by Elf for block 7 up to December 1992 then replaced by Camacupa to WGS 84 (7). Used by Total in block 8, ExxonMobil block 24, Western Geophysical for spec. data.',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2000.160 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1322,
'Camacupa to WGS 84 (5)',
'transformation',
4220,
4326,
'ELF-Ago B3 old',
5,
2318,
'Oil exploration.',
3,
9603,
Null,
Null,
'Derived at station Djeno during coordination of platform PAL F2 in February 1992. Used by Elf for block 3 up to December 1992 then replaced by Camacupa to WGS 84 (7).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1323,
'Camacupa to WGS 84 (6)',
'transformation',
4220,
4326,
'ELF-Ago B7 old',
6,
2319,
'Used for oil exploration by Elf for 1993 block 7 shallow water survey.',
8,
9603,
Null,
Null,
'Derived at Luanda observatory December 1992.',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1324,
'Camacupa to WGS 84 (7)',
'transformation',
4220,
4326,
'ELF-Ago B15',
7,
2322,
'Used for oil exploration by Elf for blocks 3, 7 and 17 between December 1992 and 1994 then superseded by Camacupa to WGS 84 (10). Used by Exxon for block 15 since 1993.',
3,
9603,
Null,
Null,
'Derived at platform PAL F2 in December 1992. For use in blocks 3, 7 and 17, replaced by Camacupa to WGS 84 (10) (code 1327).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1325,
'Camacupa to WGS 84 (8)',
'transformation',
4220,
4326,
'ELF-Ago B2 old',
8,
2317,
'Oil exploration between December 1992 and 1994.',
3,
9603,
Null,
Null,
'Derived at platform PAL F2 in December 1992. Used by Total for block 2 between December 1992 and 1994 then replaced by Camacupa to WGS 84 (10).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1326,
'Camacupa to WGS 84 (9)',
'transformation',
4220,
4326,
'SHL-Ago B16',
9,
2323,
'Used by Shell since 1994.',
10,
9606,
Null,
Null,
'Derived by GPS on two Topnav DGPS reference stations at Djeno and Luanda. Replaces Camacupa to WGS 84 (3). In block 18 replaced by BP from 1999 by Camacupa to WGS 84 (10).',
'OGP',
'OGP',
TO_DATE('2007-07-19'),
'1998.560 2007.043 2007.066',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1327,
'Camacupa to WGS 84 (10)',
'transformation',
4220,
4326,
'ELF-Ago N',
10,
2324,
'Used for oil exploration by Elf in blocks 3 and 17 since 1994. Used by Total in block 2 since 1994. Adopted by BP-Amoco Elf and Exxon for blocks 18 and 31-33 in 1999.',
5,
9603,
Null,
Null,
'Derived at platform PAL F2 in 1994 by Topnav using Doris.',
'OGP',
'OGP',
TO_DATE('2007-07-19'),
'2007.066',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1328,
'Malongo 1987 to Mhast (1)',
'transformation',
4259,
4264,
'CHV-Ago Cab',
1,
1317,
'Used for oil exploration.',
0,
9603,
Null,
Null,
'Malongo 1987 is an offshore extension of Mhast adopted by Chevron in 1987.',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1329,
'Mhast to WGS 84 (1)',
'transformation',
4264,
4326,
'CHV-Ago Cab',
1,
1317,
'Used for oil exploration by Chevron until superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557.',
10,
9603,
Null,
Null,
'Superseded in 1990 by trf Malongo 1987 to WGS 84 (2), code 1557. Malongo 1987 is an offshore extension of the Mhast cooordinate system.',
'Chevron.',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1330,
'Malongo 1987 to WGS 84 (1)',
'transformation',
4259,
4326,
'CHV-Ago Cab89',
1,
3180,
'Offshore oil exploration and production between April 1989 and June 1990.',
10,
9603,
Null,
Null,
'Derived at Station Y in April 1989 using 572 transit satellite passes. Computed value for dZ was -96.42 but -96.38 has been utilised. Replaced Malongo 1987 to WGS 84 (3) (code 15791) in 1989. Replaced by Malongo 1987 to WGS 84 (2) (code 1557) in 1990.',
'Chevron.',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1331,
'EST92 to ETRS89 (1)',
'transformation',
4133,
4258,
'UT-Est',
1,
1090,
'?',
0.1,
9607,
Null,
Null,
'',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2000.720 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1332,
'Pulkovo 1942 to EST92 (1)',
'transformation',
4284,
4133,
'UT-Est',
1,
1090,
'?',
9,
9607,
Null,
Null,
'',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1333,
'EST92 to WGS 84 (1)',
'transformation',
4133,
4326,
'UT-Est',
1,
1090,
'?',
0.5,
9607,
Null,
Null,
'',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1334,
'Pulkovo 1942 to WGS 84 (12)',
'transformation',
4284,
4326,
'UT-Est',
12,
1090,
'?',
9,
9607,
Null,
Null,
'',
'http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1335,
'Tokyo to WGS 84 (6)',
'transformation',
4301,
4326,
'GSI-Jpn 452141',
6,
2425,
'For medium accuracy.',
2,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1336,
'Tokyo + JSLD to WGS 84 (7)',
'transformation',
7414,
4326,
'GSI-Jpn 452142',
7,
2426,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1337,
'Tokyo + JSLD to WGS 84 (8)',
'transformation',
7414,
4326,
'GSI-Jpn 444141',
8,
2427,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1338,
'Tokyo + JSLD to WGS 84 (9)',
'transformation',
7414,
4326,
'GSI-Jpn 444142',
9,
2428,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1339,
'Tokyo + JSLD to WGS 84 (10)',
'transformation',
7414,
4326,
'GSI-Jpn 440141',
10,
2429,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1340,
'Tokyo + JSLD to WGS 84 (11)',
'transformation',
7414,
4326,
'GSI-Jpn 440142',
11,
2430,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1341,
'Tokyo + JSLD to WGS 84 (12)',
'transformation',
7414,
4326,
'GSI-Jpn 440143',
12,
2431,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1342,
'Tokyo + JSLD to WGS 84 (13)',
'transformation',
7414,
4326,
'GSI-Jpn 440144',
13,
2432,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1343,
'Tokyo + JSLD to WGS 84 (14)',
'transformation',
7414,
4326,
'GSI-Jpn 432141',
14,
2433,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1344,
'Tokyo + JSLD to WGS 84 (15)',
'transformation',
7414,
4326,
'GSI-Jpn 432142',
15,
2434,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1345,
'Tokyo + JSLD to WGS 84 (16)',
'transformation',
7414,
4326,
'GSI-Jpn 432143',
16,
2435,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1346,
'Tokyo + JSLD to WGS 84 (17)',
'transformation',
7414,
4326,
'GSI-Jpn 432144',
17,
2436,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1347,
'Tokyo + JSLD to WGS 84 (18)',
'transformation',
7414,
4326,
'GSI-Jpn 432145',
18,
2437,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1348,
'Tokyo + JSLD to WGS 84 (19)',
'transformation',
7414,
4326,
'GSI-Jpn 424140',
19,
2438,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1349,
'Tokyo + JSLD to WGS 84 (20)',
'transformation',
7414,
4326,
'GSI-Jpn 424141',
20,
2439,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'1999.770 2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1350,
'Tokyo + JSLD to WGS 84 (21)',
'transformation',
7414,
4326,
'GSI-Jpn 424142',
21,
2440,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1351,
'Tokyo + JSLD to WGS 84 (22)',
'transformation',
7414,
4326,
'GSI-Jpn 424143',
22,
2441,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1352,
'Tokyo + JSLD to WGS 84 (23)',
'transformation',
7414,
4326,
'GSI-Jpn 424144',
23,
2442,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1353,
'Tokyo + JSLD to WGS 84 (24)',
'transformation',
7414,
4326,
'GSI-Jpn 424145',
24,
2443,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1354,
'Tokyo + JSLD to WGS 84 (25)',
'transformation',
7414,
4326,
'GSI-Jpn 420139',
25,
2444,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1355,
'Tokyo + JSLD to WGS 84 (26)',
'transformation',
7414,
4326,
'GSI-Jpn 420140',
26,
2445,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1356,
'Tokyo + JSLD to WGS 84 (27)',
'transformation',
7414,
4326,
'GSI-Jpn 420141',
27,
2446,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1357,
'Tokyo + JSLD to WGS 84 (28)',
'transformation',
7414,
4326,
'GSI-Jpn 420142',
28,
2447,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1358,
'Tokyo + JSLD to WGS 84 (29)',
'transformation',
7414,
4326,
'GSI-Jpn 420143',
29,
2448,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1359,
'Tokyo + JSLD to WGS 84 (30)',
'transformation',
7414,
4326,
'GSI-Jpn 412140',
30,
2449,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1360,
'Tokyo + JSLD to WGS 84 (31)',
'transformation',
7414,
4326,
'GSI-Jpn 412141',
31,
2450,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1361,
'Tokyo + JSLD to WGS 84 (32)',
'transformation',
7414,
4326,
'GSI-Jpn 404140',
32,
2451,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1362,
'Tokyo + JSLD to WGS 84 (33)',
'transformation',
7414,
4326,
'GSI-Jpn 404141',
33,
2452,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1363,
'Tokyo + JSLD to WGS 84 (34)',
'transformation',
7414,
4326,
'GSI-Jpn 400139',
34,
2453,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1364,
'Tokyo + JSLD to WGS 84 (35)',
'transformation',
7414,
4326,
'GSI-Jpn 400140',
35,
2454,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1365,
'Tokyo + JSLD to WGS 84 (36)',
'transformation',
7414,
4326,
'GSI-Jpn 400141',
36,
2455,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1366,
'Tokyo + JSLD to WGS 84 (37)',
'transformation',
7414,
4326,
'GSI-Jpn 392139',
37,
2456,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1367,
'Tokyo + JSLD to WGS 84 (38)',
'transformation',
7414,
4326,
'GSI-Jpn 392140',
38,
2457,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1368,
'Tokyo + JSLD to WGS 84 (39)',
'transformation',
7414,
4326,
'GSI-Jpn 392141',
39,
2458,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1369,
'Tokyo + JSLD to WGS 84 (40)',
'transformation',
7414,
4326,
'GSI-Jpn 384139',
40,
2459,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1370,
'Tokyo + JSLD to WGS 84 (41)',
'transformation',
7414,
4326,
'GSI-Jpn 384140',
41,
2460,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1371,
'Tokyo + JSLD to WGS 84 (42)',
'transformation',
7414,
4326,
'GSI-Jpn 384141',
42,
2461,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1372,
'Tokyo + JSLD to WGS 84 (43)',
'transformation',
7414,
4326,
'GSI-Jpn 380139',
43,
2462,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1373,
'Tokyo + JSLD to WGS 84 (44)',
'transformation',
7414,
4326,
'GSI-Jpn 380140',
44,
2463,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1374,
'Tokyo + JSLD to WGS 84 (45)',
'transformation',
7414,
4326,
'GSI-Jpn 380141',
45,
2464,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1375,
'Tokyo + JSLD to WGS 84 (46)',
'transformation',
7414,
4326,
'GSI-Jpn 372136',
46,
2465,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1376,
'Tokyo + JSLD to WGS 84 (47)',
'transformation',
7414,
4326,
'GSI-Jpn 372137',
47,
2466,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1377,
'Tokyo + JSLD to WGS 84 (48)',
'transformation',
7414,
4326,
'GSI-Jpn 372138',
48,
2467,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1378,
'Tokyo + JSLD to WGS 84 (49)',
'transformation',
7414,
4326,
'GSI-Jpn 372139',
49,
2468,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1379,
'Tokyo + JSLD to WGS 84 (50)',
'transformation',
7414,
4326,
'GSI-Jpn 372140',
50,
2469,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1380,
'Tokyo + JSLD to WGS 84 (51)',
'transformation',
7414,
4326,
'GSI-Jpn 372141',
51,
2470,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1381,
'Tokyo + JSLD to WGS 84 (52)',
'transformation',
7414,
4326,
'GSI-Jpn 364136',
52,
2471,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1382,
'Tokyo + JSLD to WGS 84 (53)',
'transformation',
7414,
4326,
'GSI-Jpn 364137',
53,
2472,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1383,
'Tokyo + JSLD to WGS 84 (54)',
'transformation',
7414,
4326,
'GSI-Jpn 364138',
54,
2473,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1384,
'Tokyo + JSLD to WGS 84 (55)',
'transformation',
7414,
4326,
'GSI-Jpn 364139',
55,
2474,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1385,
'Tokyo + JSLD to WGS 84 (56)',
'transformation',
7414,
4326,
'GSI-Jpn 364140',
56,
2475,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1386,
'Tokyo + JSLD to WGS 84 (57)',
'transformation',
7414,
4326,
'GSI-Jpn 360136',
57,
2476,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1387,
'Tokyo + JSLD to WGS 84 (58)',
'transformation',
7414,
4326,
'GSI-Jpn 360137',
58,
2477,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1388,
'Tokyo + JSLD to WGS 84 (59)',
'transformation',
7414,
4326,
'GSI-Jpn 360138',
59,
2478,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1389,
'Tokyo + JSLD to WGS 84 (60)',
'transformation',
7414,
4326,
'GSI-Jpn 360139',
60,
2479,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1390,
'Tokyo + JSLD to WGS 84 (61)',
'transformation',
7414,
4326,
'GSI-Jpn 360140',
61,
2480,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1391,
'Tokyo + JSLD to WGS 84 (62)',
'transformation',
7414,
4326,
'GSI-Jpn 352132',
62,
2481,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1392,
'Tokyo + JSLD to WGS 84 (63)',
'transformation',
7414,
4979,
'GSI-Jpn 352133',
63,
2482,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1393,
'Tokyo + JSLD to WGS 84 (64)',
'transformation',
7414,
4326,
'GSI-Jpn 352134',
64,
2483,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1394,
'Tokyo + JSLD to WGS 84 (65)',
'transformation',
7414,
4326,
'GSI-Jpn 352135',
65,
2484,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1395,
'Tokyo + JSLD to WGS 84 (66)',
'transformation',
7414,
4326,
'GSI-Jpn 352136',
66,
2485,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1396,
'Tokyo + JSLD to WGS 84 (67)',
'transformation',
7414,
4326,
'GSI-Jpn 352137',
67,
2486,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1397,
'Tokyo + JSLD to WGS 84 (68)',
'transformation',
7414,
4326,
'GSI-Jpn 352138',
68,
2487,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1398,
'Tokyo + JSLD to WGS 84 (69)',
'transformation',
7414,
4326,
'GSI-Jpn 352139',
69,
2488,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1399,
'Tokyo + JSLD to WGS 84 (70)',
'transformation',
7414,
4326,
'GSI-Jpn 352140',
70,
2489,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1400,
'Tokyo + JSLD to WGS 84 (71)',
'transformation',
7414,
4326,
'GSI-Jpn 344132',
71,
2490,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1401,
'Tokyo + JSLD to WGS 84 (72)',
'transformation',
7414,
4326,
'GSI-Jpn 344133',
72,
2491,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1402,
'Tokyo + JSLD to WGS 84 (73)',
'transformation',
7414,
4326,
'GSI-Jpn 344134',
73,
2492,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1403,
'Tokyo + JSLD to WGS 84 (74)',
'transformation',
7414,
4326,
'GSI-Jpn 344135',
74,
2493,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1404,
'Tokyo + JSLD to WGS 84 (75)',
'transformation',
7414,
4326,
'GSI-Jpn 344136',
75,
2494,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1405,
'Tokyo + JSLD to WGS 84 (76)',
'transformation',
7414,
4326,
'GSI-Jpn 344137',
76,
2495,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1406,
'Tokyo + JSLD to WGS 84 (77)',
'transformation',
7414,
4326,
'GSI-Jpn 344138',
77,
2496,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1407,
'Tokyo + JSLD to WGS 84 (78)',
'transformation',
7414,
4326,
'GSI-Jpn 344139',
78,
2497,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1408,
'Tokyo + JSLD to WGS 84 (79)',
'transformation',
7414,
4326,
'GSI-Jpn 344140',
79,
2498,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1409,
'Tokyo + JSLD to WGS 84 (80)',
'transformation',
7414,
4326,
'GSI-Jpn 340130',
80,
2499,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1410,
'Tokyo + JSLD to WGS 84 (81)',
'transformation',
7414,
4326,
'GSI-Jpn 340131',
81,
2500,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1411,
'Tokyo + JSLD to WGS 84 (82)',
'transformation',
7414,
4326,
'GSI-Jpn 340132',
82,
2501,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1412,
'Tokyo + JSLD to WGS 84 (83)',
'transformation',
7414,
4326,
'GSI-Jpn 340133',
83,
2502,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1413,
'Tokyo + JSLD to WGS 84 (84)',
'transformation',
7414,
4326,
'GSI-Jpn 340134',
84,
2503,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1414,
'Tokyo + JSLD to WGS 84 (85)',
'transformation',
7414,
4326,
'GSI-Jpn 340135',
85,
2504,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1415,
'Tokyo + JSLD to WGS 84 (86)',
'transformation',
7414,
4326,
'GSI-Jpn 340136',
86,
2505,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1416,
'Tokyo + JSLD to WGS 84 (87)',
'transformation',
7414,
4326,
'GSI-Jpn 340137',
87,
2506,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 1417,
'Tokyo + JSLD to WGS 84 (88)',
'transformation',
7414,
4326,
'GSI-Jpn 340138',
88,
2507,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1418,
'Tokyo + JSLD to WGS 84 (89)',
'transformation',
7414,
4326,
'GSI-Jpn 332129',
89,
2508,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1419,
'Tokyo + JSLD to WGS 84 (90)',
'transformation',
7414,
4326,
'GSI-Jpn 332130',
90,
2509,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1420,
'Tokyo + JSLD to WGS 84 (91)',
'transformation',
7414,
4326,
'GSI-Jpn 332131',
91,
2510,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1421,
'Tokyo + JSLD to WGS 84 (92)',
'transformation',
7414,
4326,
'GSI-Jpn 332132',
92,
2511,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1422,
'Tokyo + JSLD to WGS 84 (93)',
'transformation',
7414,
4326,
'GSI-Jpn 332133',
93,
2512,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1423,
'Tokyo + JSLD to WGS 84 (94)',
'transformation',
7414,
4326,
'GSI-Jpn 332134',
94,
2513,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1424,
'Tokyo + JSLD to WGS 84 (95)',
'transformation',
7414,
4326,
'GSI-Jpn 332135',
95,
2514,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1425,
'Tokyo + JSLD to WGS 84 (96)',
'transformation',
7414,
4326,
'GSI-Jpn 332136',
96,
2515,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1426,
'Tokyo + JSLD to WGS 84 (97)',
'transformation',
7414,
4326,
'GSI-Jpn 324129',
97,
2516,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1427,
'Tokyo + JSLD to WGS 84 (98)',
'transformation',
7414,
4326,
'GSI-Jpn 324130',
98,
2517,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1428,
'Tokyo + JSLD to WGS 84 (99)',
'transformation',
7414,
4326,
'GSI-Jpn 324131',
99,
2518,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1429,
'Tokyo + JSLD to WGS 84 (100)',
'transformation',
7414,
4326,
'GSI-Jpn 324132',
100,
2519,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1430,
'Tokyo + JSLD to WGS 84 (101)',
'transformation',
7414,
4326,
'GSI-Jpn 324133',
101,
2520,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1431,
'Tokyo + JSLD to WGS 84 (102)',
'transformation',
7414,
4326,
'GSI-Jpn 324134',
102,
2521,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1432,
'Tokyo + JSLD to WGS 84 (103)',
'transformation',
7414,
4326,
'GSI-Jpn 320130',
103,
2522,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1433,
'Tokyo + JSLD to WGS 84 (104)',
'transformation',
7414,
4326,
'GSI-Jpn 320131',
104,
2523,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1434,
'Tokyo + JSLD to WGS 84 (105)',
'transformation',
7414,
4326,
'GSI-Jpn 320132',
105,
2524,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1435,
'Tokyo + JSLD to WGS 84 (106)',
'transformation',
7414,
4326,
'GSI-Jpn 312130',
106,
2525,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1436,
'Tokyo + JSLD to WGS 84 (107)',
'transformation',
7414,
4326,
'GSI-Jpn 312131',
107,
2526,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1437,
'RT90 to ETRS89 (1)',
'transformation',
4124,
4258,
'NLS-Swe',
1,
1225,
'Accuracy 0.5m.',
0.5,
9607,
Null,
Null,
'Derived at 22 points in 1993. Replaced by RT90 to SWEREF99 (1) (code 1895) from 2001. This transformation is actually between ETRS89 and RR92. RR92 is a geographic 3D CRS where the horizontal component is RT90.',
'National Land Survey of Sweden.',
'OGP',
TO_DATE('2007-03-22'),
'1999.110 2000.720 2002.480 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1438,
'Fahud to WGS 84 (2)',
'transformation',
4232,
4326,
'PDO-Omn',
2,
3288,
'Oil exploration.',
25,
9606,
Null,
Null,
'',
'Petroleum Development Oman',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1439,
'PSD93 to WGS 84 (1)',
'transformation',
4134,
4326,
'PDO-Omn 97',
1,
3288,
'Oil exploration. Residuals 0.5m at 67% probability level.',
0.5,
9606,
Null,
Null,
'Replaced PSD93 to WGS 84 (2) (code 8581) in 1997.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2010-03-30'),
'2000.280 2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1440,
'ED50 to WGS 84 (19)',
'transformation',
4230,
4326,
'HEL-Grc',
19,
1106,
'Used in oil industry.',
999,
9603,
Null,
Null,
'',
'Geodesy Department; Hellenic Petroleum s.a.',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1441,
'Antigua 1943 to WGS 84 (1)',
'transformation',
4601,
4326,
'DOS-Atg Ant',
1,
1273,
'?',
10,
9603,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1442,
'Dominica 1945 to WGS 84 (1)',
'transformation',
4602,
4326,
'DOS-Dma',
1,
3239,
'?',
10,
9603,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1443,
'Grenada 1953 to WGS 84 (1)',
'transformation',
4603,
4326,
'DOS-Grd',
1,
3118,
'?',
10,
9603,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1444,
'Montserrat 1958 to WGS 84 (1)',
'transformation',
4604,
4326,
'DOS-Msr',
1,
3279,
'Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'NIMA TR8350.2 revision 2 via Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2010-03-30'),
'2002.760 2006.020 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1445,
'St. Kitts 1955 to WGS 84 (1)',
'transformation',
4605,
4326,
'DOS-Kna',
1,
3297,
'?',
10,
9603,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1446,
'St. Lucia 1955 to WGS 84 (1)',
'transformation',
4606,
4326,
'DOS-Lca',
1,
3298,
'?',
10,
9603,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1447,
'Anguilla 1957 to WGS 84 (1)',
'transformation',
4600,
4326,
'DOS-Aia',
1,
3214,
'?',
10,
9619,
Null,
Null,
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1448,
'HD72 to WGS 84 (3)',
'transformation',
4237,
4326,
'ELTE-Hun 2003',
3,
1119,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
1,
9607,
Null,
Null,
'Parameter values taken from HD72 to ETRS89 (2) (code 1449) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces HD72 to WGS 84 (1) (code 1830).',
'Timar and Molnar, "Standardization problems of the HD72 to ETRS89 transformation" in Geodezia es Kartografia 54(12):28-30. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1449,
'HD72 to ETRS89 (2)',
'transformation',
4237,
4258,
'MSZ-Hun',
2,
1119,
'Throughout Hungary the average horizontal error of the transformation is 0.19 m, the maximum is 0.41 m.',
0.4,
9607,
Null,
Null,
'Derived at 1153 stations of the Hungarian National GPS Network. Values here correct parameter errors given in Hungarian standard MSZ 7222:2002. Replaces HD72 to ETRS89 (1), code 1829. May be taken as approximate tfm HD72 to WGS 84 - see tfm code 1448.',
'Timar and Molnar, "Standardization problems of the HD72 to ETRS89 transformation" in Geodezia es Kartografia 54(12):28-30. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1450,
'ED50 to WGS 84 (20)',
'transformation',
4230,
4326,
'NMA-Nor 6265W',
20,
2333,
'Oil exploration before 1997/2001.',
0.5,
9620,
Null,
Null,
'Valid 1991-1997. Replaced in 1997 by ED50 to WGS 84 (22) (code 1590) and in 2001 by ED50 to WGS 84 (23) (code 1612).',
'Norwegian Mapping Authority note of 13-Feb-1991 "Om Transformasjon mellom Geodetiske Datum i Norge".',
'OGP',
TO_DATE('2007-03-22'),
'2000.140 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1451,
'NAD27(CGQ77) to NAD83 (1)',
'transformation',
4609,
4269,
'SGQ-Can QC NT1',
1,
1368,
'Historic record only - now superseded - see remarks.',
1,
9614,
Null,
Null,
'Replaced by NAD27(CGQ77) to NAD83 (2) (code 1575). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 (code 4609) and NAD83 (code 4269) have longitudes positive east.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2007-03-22'),
'2000.140 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1452,
'D48 / GK to D96 / TM (1)',
'transformation',
3787,
3794,
'GuRS-Svn 1',
1,
2578,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990153250deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1453,
'D48 / GK to D96 / TM (2)',
'transformation',
3787,
3794,
'GuRS-Svn 2',
2,
2579,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9987988952deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1454,
'Old Hawaiian to NAD83 (1)',
'transformation',
4135,
4269,
'NGS-Usa HI',
1,
1334,
'Accuracy at 67% confidence level is 0.2m.',
0.2,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from Old Hawaiian Datum but makes the transformation appear to be from NAD27.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'2000.140 2004.182 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1455,
'St. Lawrence Island to NAD83 (1)',
'transformation',
4136,
4269,
'NGS-Usa AK StL',
1,
1332,
'Accuracy 0.5m at 67% confidence level.',
0.5,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Lawrence (code 4136) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Lawrence Datum to but makes the transformation appear to be from NAD27.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1456,
'St. Paul Island to NAD83 (1)',
'transformation',
4137,
4269,
'NGS-Usa AK StP',
1,
1333,
'Accuracy 0.5m at 67% confidence level.',
0.5,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. Paul (code 4137) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. Paul Datum to but makes the transformation appear to be from NAD27.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1457,
'St. George Island to NAD83 (1)',
'transformation',
4138,
4269,
'NGS-Usa AK StG',
1,
1331,
'Accuracy 0.5m at 67% confidence level.',
0.5,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs St. George (code 4138) and NAD83 (code 4269) have longitudes positive east. NADCON data converts from St. George Datum to but makes the transformation appear to be from NAD27.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1458,
'AGD66 to GDA94 (2)',
'transformation',
4202,
4283,
'Auslig-ACT 1m',
2,
2283,
'Recommended for mid-accuracy use in A.C.T. 1m accuracy.',
1,
9607,
Null,
Null,
'For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1665.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1459,
'AGD66 to GDA94 (3)',
'transformation',
4202,
4283,
'Auslig-Tas 1m old',
3,
1282,
'1m accuracy.',
1,
9607,
Null,
Null,
'Replaced in 2000 by AGD66 to GDA94 (8) (code 1594). Application gives result differences which are sub-metre.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2007-03-22'),
'2000.680 2006.010 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1460,
'AGD66 to GDA94 (4)',
'transformation',
4202,
4283,
'Auslig-NSW Vic 1m',
4,
2286,
'Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.',
1,
9607,
Null,
Null,
'For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1666.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1461,
'Puerto Rico to NAD83 (1)',
'transformation',
4139,
4269,
'NGS-PRVI',
1,
1335,
'Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'May be taken as approximate transformation Puerto Rico-WGS 84 - see code 15841.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1462,
'NAD27 to NAD83 (5)',
'transformation',
4267,
4269,
'SGQ-Can QC NT1',
5,
1368,
'Historic record only - now superseded - see remarks.',
1,
9614,
Null,
Null,
'Densification for Quebec of code 1312. Replaced by NAD27 to NAD83 (6) (code 1573). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2007-03-22'),
'2000.140 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1463,
'NAD27(76) to NAD83 (1)',
'transformation',
4608,
4269,
'SGQ-Can Ont',
1,
1367,
'?',
1,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(76) (code 4608) and NAD83 (code 4269) have longitudes positive east. May be taken as approximate transformation NAD27(76) to WGS 84 - see code 1690.',
'Geodetic Survey of Canada http://www.geod.nrcan.gc.ca/',
'OGP',
TO_DATE('2005-09-29'),
'2000.140 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1464,
'AGD66 to GDA94 (5)',
'transformation',
4202,
4283,
'OSG-Aus Vic old',
5,
2285,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaced by AGD66 to GDA94 (10) (code 1596) and then by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.',
'Office of Surveyor General Victoria; http://www.land.vic.gov.au/',
'OGP',
TO_DATE('2005-09-29'),
'1999.670 2000.140 2000.680 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1465,
'D48 / GK to D96 / TM (3)',
'transformation',
3787,
3794,
'GuRS-Svn 3',
3,
2582,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990080921deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1466,
'NGO 1948 (Oslo) to NGO1948 (Greenwich)',
'transformation',
4817,
4273,
'NGO-Nor',
1,
1352,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1467,
'NTF (Paris) to NTF (Greenwich) (1)',
'transformation',
4807,
4275,
'IGN-Fra',
1,
1096,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('1999-11-12'),
'1999.630 1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1468,
'NTF (Paris) to NTF (Greenwich) (2)',
'transformation',
4807,
4275,
'RGS',
2,
1096,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'OGP prefers value from IGN Paris (code 1467).',
'Royal Geographic Society; London',
'OGP',
TO_DATE('1999-11-12'),
'1999.630 1999.790',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1469,
'Locodjo 1965 to WGS 84 (1)',
'transformation',
4142,
4326,
'IGN-Civ',
1,
2282,
'?',
15,
9603,
Null,
Null,
'',
'IGN Paris',
'OGP',
TO_DATE('2009-07-01'),
'2009.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1470,
'Abidjan 1987 to WGS 84 (1)',
'transformation',
4143,
4326,
'IGN-Civ',
1,
2282,
'?',
1,
9603,
Null,
Null,
'',
'IGN Paris',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1471,
'MGI to WGS 84 (2)',
'transformation',
4312,
4326,
'BEV-Aut',
1,
1037,
'For applications to an accuracy of 1.5 metres.',
Null,
9606,
Null,
Null,
'',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1472,
'ATS77 to NAD83(CSRS98) (1)',
'transformation',
4122,
4140,
'GIC-Can NB',
1,
1447,
'?',
Null,
9615,
Null,
Null,
'Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('2000-10-19'),
'2000.140 2000.660',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1473,
'NAD83(CSRS98) to WGS 84 (1)',
'transformation',
4140,
4326,
'EPSG-Can',
1,
1336,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
9603,
Null,
Null,
'For many purposes NAD83(CSRS98) can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1474,
'NAD83 to NAD83(HARN) (1)',
'transformation',
4269,
4152,
'NGS-Usa AL',
1,
1372,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1717.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1475,
'NAD83 to NAD83(HARN) (2)',
'transformation',
4269,
4152,
'NGS-Usa AZ',
2,
1373,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1728.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1476,
'NAD83 to NAD83(HARN) (3)',
'transformation',
4269,
4152,
'NGS-Usa CA n',
3,
2297,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1739.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1477,
'NAD83 to NAD83(HARN) (4)',
'transformation',
4269,
4152,
'NGS-Usa CA s',
4,
2298,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1750.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1478,
'NAD83 to NAD83(HARN) (5)',
'transformation',
4269,
4152,
'NGS-Usa CO',
5,
1376,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1712.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1479,
'NAD83 to NAD83(HARN) (6)',
'transformation',
4269,
4152,
'NGS-Usa GA',
6,
1380,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1713.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1480,
'NAD83 to NAD83(HARN) (7)',
'transformation',
4269,
4152,
'NGS-Usa FL',
7,
1379,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1714.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1481,
'NAD83 to NAD83(HARN) (8)',
'transformation',
4269,
4152,
'NGS-Usa ID MT e',
8,
2382,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1715.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1482,
'NAD83 to NAD83(HARN) (9)',
'transformation',
4269,
4152,
'NGS-Usa ID MT w',
9,
2383,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1716.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1483,
'NAD83 to NAD83(HARN) (10)',
'transformation',
4269,
4152,
'NGS-Usa KY',
10,
1386,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1718.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1484,
'NAD83 to NAD83(HARN) (11)',
'transformation',
4269,
4152,
'NGS-Usa LA',
11,
1387,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1719.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1485,
'NAD83 to NAD83(HARN) (12)',
'transformation',
4269,
4152,
'NGS-Usa DE MD',
12,
2377,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1720.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1486,
'NAD83 to NAD83(HARN) (13)',
'transformation',
4269,
4152,
'NGS-Usa ME',
13,
1388,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1721.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1487,
'NAD83 to NAD83(HARN) (14)',
'transformation',
4269,
4152,
'NGS-Usa MI',
14,
1391,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1722.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1488,
'NAD83 to NAD83(HARN) (15)',
'transformation',
4269,
4152,
'NGS-Usa MS',
15,
1393,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1723.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1489,
'NAD83 to NAD83(HARN) (16)',
'transformation',
4269,
4152,
'NGS-Usa NE',
16,
1396,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1724.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1490,
'NAD83 to NAD83(HARN) (17)',
'transformation',
4269,
4152,
'NGS-Usa NewEng',
17,
2378,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1725.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1491,
'NAD83 to NAD83(HARN) (18)',
'transformation',
4269,
4152,
'NGS-Usa NM',
18,
1400,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1726.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1492,
'NAD83 to NAD83(HARN) (19)',
'transformation',
4269,
4152,
'NGS-Usa NY',
19,
1401,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1727.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1493,
'NAD83 to NAD83(HARN) (20)',
'transformation',
4269,
4152,
'NGS-Usa ND',
20,
1403,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1729.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1494,
'NAD83 to NAD83(HARN) (21)',
'transformation',
4269,
4152,
'NGS-Usa OK',
21,
1405,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1730.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1495,
'NAD83 to NAD83(HARN) (22)',
'transformation',
4269,
4152,
'NGS-PRVI',
22,
2251,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1731.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2009-09-05'),
'1999.931 2000.140 2004.360 2009.064',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1496,
'NAD83 to NAD83(HARN) (23)',
'transformation',
4269,
4152,
'NGS-Usa SD',
23,
1410,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1732.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1497,
'NAD83 to NAD83(HARN) (24)',
'transformation',
4269,
4152,
'NGS-Usa TN',
24,
1411,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1733.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1498,
'NAD83 to NAD83(HARN) (25)',
'transformation',
4269,
4152,
'NGS-Usa TX e',
25,
2379,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1734.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1499,
'NAD83 to NAD83(HARN) (26)',
'transformation',
4269,
4152,
'NGS-Usa TX w',
26,
2380,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1735.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1500,
'NAD83 to NAD83(HARN) (27)',
'transformation',
4269,
4152,
'NGS-Usa VA',
27,
1415,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1736.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1501,
'NAD83 to NAD83(HARN) (28)',
'transformation',
4269,
4152,
'NGS-Usa OR WA',
28,
2381,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1737.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1502,
'NAD83 to NAD83(HARN) (29)',
'transformation',
4269,
4152,
'NGS-Usa WI',
29,
1418,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1738.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1503,
'NAD83 to NAD83(HARN) (30)',
'transformation',
4269,
4152,
'NGS-Usa WY',
30,
1419,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1740.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'1999.931 2000.140 2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1504,
'Cape to Hartebeesthoek94 (1)',
'transformation',
4222,
4148,
'DSM-Zaf',
1,
1215,
'?',
15,
9603,
Null,
Null,
'Residuals should not exceed 15 metres. Also used to transform Cape to WGS 84 - see code 1129.',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2000-01-06'),
'1999.960',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1505,
'Hartebeesthoek94 to WGS 84 (1)',
'transformation',
4148,
4326,
'EPSG-Zaf',
1,
1215,
'For many purposes Hartebeesthoek94 datum can be considered to be coincident with WGS 84.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-01-06'),
'1999.960',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1506,
'AGD66 to GDA94 (6)',
'transformation',
4202,
4283,
'OSG-Tas 0.1m',
6,
1282,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.',
'http://www.delm.tas.gov.au/osg/Geodetic_transform.htm',
'OGP',
TO_DATE('2007-03-22'),
'2000.140 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1507,
'AGD66 to GDA94 (7)',
'transformation',
4202,
4283,
'Auslig-NT 0.1m',
7,
2284,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2007-03-22'),
'2000.140 2006.010 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1508,
'CH1903 to WGS 84 (1)',
'transformation',
4149,
4326,
'BfL-CH 1',
1,
1286,
'?',
Null,
9607,
Null,
Null,
'Implemented in Bundesamt fuer Landestopographie programme GRANIT.',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1509,
'CH1903+ to CHTRF95 (1)',
'transformation',
4150,
4151,
'BfL-CH',
1,
1286,
'For applications to an accuracy of 0.1 metres.',
0.1,
9603,
Null,
Null,
'This transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89. May be taken as approximate transformation CH1903+ to WGS 84 - see code 1676.',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1510,
'CH1903 to WGS 84 (2)',
'transformation',
4149,
4326,
'BfL-CH 2',
2,
1286,
'Accuracy 1.5 metres.',
Null,
9603,
Null,
Null,
'These parameters are strictly between CH1903+ and CHTRF95 but are used from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1511,
'CHTRF95 to WGS 84 (1)',
'transformation',
4151,
4326,
'EPSG-CH',
1,
1286,
'For many purposes CHTRF95 can be considered to be coincident with WGS 84.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1512,
'Rassadiran to WGS 84 (1)',
'transformation',
4153,
4326,
'TOT-Irn Taheri',
1,
1338,
'Oil industry engineering survey. Used only for terminal site.',
0.5,
9603,
Null,
Null,
'Derived in 1998 at Assaluyeh (Taheri refinery) by Geoid for Total. Used for South Pars phases 2 and 3.',
'Total-Fina',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1513,
'FD58 to WGS 84 (1)',
'transformation',
4132,
4326,
'TOT-Irn Kangan',
1,
2362,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 1998 in Kangan district by Geoid for Total. Used for South Pars phases 2 and 3.',
'Total-Fina',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1514,
'ED50(ED77) to WGS 84 (1)',
'transformation',
4154,
4326,
'NCCI-Irn',
1,
1123,
'Transformation for whole country: accuracy about 1m.',
1,
9606,
Null,
Null,
'Used for South Pars phases 6, 7 and 8.',
'National Cartographic Centre of Iran',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1515,
'NAD83 to WGS 84 (5)',
'transformation',
4269,
4326,
'NGS-Usa ITRF96',
5,
1323,
'Geodesy.',
Null,
9607,
Null,
Null,
'Strictly between NAD83 and ITRF96(1997.0). Supersedes NAD83 to WGS 84 (4) (code 1308).',
' http://www.ngs.noaa.gov/CORS/Derivation.html',
'OGP',
TO_DATE('1999-11-05'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1516,
'La Canoa to WGS 84 (1)',
'transformation',
4247,
4326,
'LAG-Ven E',
1,
2363,
'Parameter values estimated accuracy: +/- 2.0m; +/- 2.7m; +/- 1.3m respectively.',
2.5,
9603,
Null,
Null,
'Also used for PSAD56 to WGS 84 transformations.',
'Lagoven; Gonzalez Losano y Rodriguez; "Determination de los Parametros de Transformacion para el Oriente del Pais"; VII Venezuelan Geophysical Congress; September 1994.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1517,
'Conakry 1905 to WGS 84 (1)',
'transformation',
4315,
4326,
'IGN-Gin',
1,
3257,
'?',
30,
9603,
Null,
Null,
'',
'IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1518,
'Dabola 1981 to WGS 84 (1)',
'transformation',
4155,
4326,
'IGN-Gin',
1,
3257,
'Accuracy 25m in each axis.',
25,
9603,
Null,
Null,
'',
'NIMA TR8350.2 2nd edition via IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2002.760 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1519,
'Bern 1898 (Bern) to CH1903 (Greenwich)',
'transformation',
4801,
4149,
'BfL-CH',
1,
1286,
'Change of prime meridian.',
Null,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1999-12-09'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1520,
'NAD83 to NAD83(HARN) (31)',
'transformation',
4269,
4152,
'NGS-Usa HI',
31,
1334,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1741.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1521,
'NAD83 to NAD83(HARN) (32)',
'transformation',
4269,
4152,
'NGS-Usa IN',
32,
1383,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1742.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1522,
'NAD83 to NAD83(HARN) (33)',
'transformation',
4269,
4152,
'NGS-Usa KS',
33,
1385,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1743.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1523,
'NAD83 to NAD83(HARN) (34)',
'transformation',
4269,
4152,
'NGS-Usa NV',
34,
1397,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1744.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1524,
'NAD83 to NAD83(HARN) (35)',
'transformation',
4269,
4152,
'NGS-Usa OH',
35,
1404,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1745.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1525,
'NAD83 to NAD83(HARN) (36)',
'transformation',
4269,
4152,
'NGS-Usa UT',
36,
1413,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1746.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1526,
'NAD83 to NAD83(HARN) (37)',
'transformation',
4269,
4152,
'NGS-Usa WV',
37,
1417,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1747.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1527,
'Campo Inchauspe to WGS 84 (2)',
'transformation',
4221,
4326,
'TOT-Arg Neu',
2,
2325,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived through ties at 2 stations (Cerro Colorado and Chihuido Sur) to 4 IGS stations in February 1995',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1528,
'Chos Malal 1914 to Campo Inchauspe (1)',
'transformation',
4160,
4221,
'TOT-Arg Neu',
1,
2325,
'Oil exploration. Accuracy 10 metres.',
10,
9603,
Null,
Null,
'Derived through common coordinates at 5 stations.',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1529,
'Hito XVIII to WGS 84 (1)',
'transformation',
4254,
4326,
'TOT-Arg TdF',
1,
2357,
'Oil exploration.',
0.5,
9606,
Null,
Null,
'Derived through ties at 3 stations (RC03, TOTAL11 and MP12) to 3 IGS stations in November 1995',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1530,
'NAD27 to WGS 84 (30)',
'transformation',
4267,
4326,
'ICH-Cub',
30,
1077,
'Accuracy 3m.',
3,
9603,
Null,
Null,
'',
'Institut Cubano di Hidrografia (ICH)',
'OGP',
TO_DATE('2008-04-11'),
'2008.024',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1531,
'Nahrwan 1967 to WGS 84 (4)',
'transformation',
4270,
4326,
'TOT-UAE Abk',
4,
2392,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at platform AK1 to 4 IGS stations in March 1995.',
'Total-Fina',
'OGP',
TO_DATE('2007-04-20'),
'2007.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1532,
'M''poraloko to WGS 84 (2)',
'transformation',
4266,
4326,
'Elf-Gab94',
2,
1100,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived as mean of Doris determinations at 3 stations in Port Gentil area in 1994.',
'TotalFinaElf',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1533,
'Kalianpur 1937 to WGS 84 (2)',
'transformation',
4144,
4326,
'TOT-Mmr Moat',
2,
2361,
'Oil exploration.',
5,
9603,
Null,
Null,
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1534,
'Minna to WGS 84 (3)',
'transformation',
4263,
4326,
'SHL-Nig S',
3,
2371,
'Oil exploration.',
Null,
9606,
Null,
Null,
'',
'Shell Petroleum Development Company',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1535,
'D48 / GK to D96 / TM (4)',
'transformation',
3787,
3794,
'GuRS-Svn 4',
4,
2583,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9991387616deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1536,
'Nahrwan 1967 to WGS 84 (5)',
'transformation',
4270,
4326,
'B\&R-Qat off',
5,
2406,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived by Brown \& Root in 1992 for Qatar General Petroleum Corporation North Field development. Adopted by QGPC for all offshore Qatar.',
'Qatar General Petroleum Corporation and Total-Fina',
'OGP',
TO_DATE('2006-01-30'),
'2000.530 2006.090',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1537,
'Indian 1975 to WGS 84 (3)',
'transformation',
4240,
4326,
'Fug-Tha',
3,
2358,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived in 1995 at point RTSD181.',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1538,
'Carthage to WGS 84 (2)',
'transformation',
4223,
4326,
'Elf-Tun',
2,
1489,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived at station Chaffar January 1995.',
'Total / Elf',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1539,
'South Yemen to Yemen NGN96 (1)',
'transformation',
4164,
4163,
'IGN-Yem South',
1,
1340,
'?',
5,
9603,
Null,
Null,
'May be used as an approximate transformation to WGS 84 - see South Yemen to WGS 84 (1) (code 1682).',
'IGN Paris',
'OGP',
TO_DATE('2006-12-29'),
'2006.993',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1540,
'Yemen NGN96 to WGS 84 (1)',
'transformation',
4163,
4326,
'IGN-Yem',
1,
1257,
'Accuracy better than 1 metre.',
1,
9603,
Null,
Null,
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1541,
'Indian 1960 to WGS 72BE (1)',
'transformation',
4131,
4324,
'PV-Vnm',
1,
1495,
'Oil exploration.',
25,
9603,
Null,
Null,
'Derived in Vung Tau area by Technical Navigation for Deminex in 1978.',
'PetroVietnam',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1542,
'Indian 1960 to WGS 84 (2)',
'transformation',
4131,
4326,
'DMA-Vnm 16N',
2,
2359,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1543,
'Indian 1960 to WGS 84 (3)',
'transformation',
4131,
4326,
'DMA-Vnm ConSon',
3,
2360,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 revision of August 1993.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1544,
'Hanoi 1972 to WGS 84 (1)',
'transformation',
4147,
4326,
'BP-Vnm',
1,
1494,
'Oil exploration.',
5,
9603,
Null,
Null,
'Derived in Vung Tau area.',
'BP Amoco',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1545,
'Egypt 1907 to WGS 72 (1)',
'transformation',
4229,
4322,
'MCE-Egy',
1,
1086,
'?',
5,
9603,
Null,
Null,
'',
'UK Mapping and Charting Establishment',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1546,
'Egypt 1907 to WGS 84 (3)',
'transformation',
4229,
4326,
'Racal-Egy GoS',
3,
2341,
'Used for oil exploration by GUPCO.',
30,
9603,
Null,
Null,
'',
'Maridive',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1547,
'Bissau to WGS 84 (1)',
'transformation',
4165,
4326,
'DMA-Gnb',
1,
3258,
'For military purposes only. Accuracy 25m in each axis.',
25,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 second edition September 1991',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1548,
'SAD69 to WGS 84 (14)',
'transformation',
4291,
4326,
'IGBE-Bra',
14,
1053,
'Medium and small scale mapping.',
Null,
9603,
Null,
Null,
'Derived by Brazilean Institute of Geography and Statistics (IGBE) in 1989. Used by ANP.',
'Agencia Nacional do Petroleo (ANP).',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1549,
'Aratu to WGS 84 (1)',
'transformation',
4208,
4326,
'PB-Bra Camp',
1,
2307,
'Oil exploration.',
999,
9603,
Null,
Null,
'',
'Petrobras.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1550,
'Aratu to WGS 84 (2)',
'transformation',
4208,
4326,
'PB-Bra TucN',
2,
2308,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (18) (tfm code 5061) which Petrobras now recommends for the area.',
'Petrobras.',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1551,
'Aratu to WGS 84 (3)',
'transformation',
4208,
4326,
'PB-Bra TucC',
3,
2309,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (18) (tfm code 5061) which Petrobras now recommends for the area.',
'Petrobras.',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1552,
'Aratu to WGS 84 (4)',
'transformation',
4208,
4326,
'PB-Bra TucS',
4,
2310,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (18) (tfm code 5061) which Petrobras now recommends for the area.',
'Petrobras.',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1553,
'NAD83 to NAD83(HARN) (38)',
'transformation',
4269,
4152,
'NGS-Usa IL',
38,
1382,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1748.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1554,
'NAD83 to NAD83(HARN) (39)',
'transformation',
4269,
4152,
'NGS-Usa NJ',
39,
1399,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1749.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1555,
'Naparima 1955 to WGS 84 (2)',
'transformation',
4158,
4326,
'Amoco-Tto Trin',
2,
3143,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived in 1989 by ONI for Amoco.',
'Trinidad Ministry of Energy and Energy Industries.',
'OGP',
TO_DATE('2000-03-07'),
'2000.351',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1556,
'Naparima 1955 to WGS 84 (3)',
'transformation',
4158,
4326,
'NIMA-Tto Trin',
3,
3143,
'For military purposes only. Accuracy given by NIMA 15m in each axis. EPSG believes there is an 8-10m blunder in dX.',
26,
9603,
Null,
Null,
'Described by NIMA as Naparima to WGS 84. In Trinidad the source CRS is better known as Naparima 1955. EPSG has duplicated the tfm using the alternative source CRSs. See also tfm code 1307.',
'EPSG after U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2000.351 2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1557,
'Malongo 1987 to WGS 84 (2)',
'transformation',
4259,
4326,
'CHV-Ago Cab90',
2,
3180,
'Offshore oil exploration and production from June 1990.',
5,
9603,
Null,
Null,
'Derived at station Y in July 1990 through Transit single point positioning using 187 passes by Geodetic Survey Ltd. Replaces Malongo 1987 to WGS 84 (1) (trf code 1330).',
'Chevron.',
'OGP',
TO_DATE('2007-03-22'),
'2005.751 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1558,
'Korean 1995 to WGS 84 (1)',
'transformation',
4166,
4326,
'NIMA-Kor',
1,
3266,
'For military purposes. Accuracy 1m in each axis.',
2,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2005.460 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1559,
'AGD84 to GDA94 (3)',
'transformation',
4203,
4283,
'DOLA-Aus WA 0.1m old',
3,
1280,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Withdrawn and replaced by AGD84 to GDA94 (4) (code 1593) due to binary file format error. Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) have longitudes positive east.',
'http://www.dola.wa.gov.au/lotl/survey_geodesy/gda1994/download.html',
'OGP',
TO_DATE('2010-03-30'),
'2000.680 2002.060 2007.043 2009.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1560,
'Nord Sahara 1959 to WGS 72BE (1)',
'transformation',
4307,
4324,
'CGG-Alg HM',
1,
2393,
'Oil exploration.',
8,
9603,
Null,
Null,
'Derived at IGN monument CFP19 using Transit.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1561,
'Qatar 1974 to WGS 84 (1)',
'transformation',
4285,
4326,
'DMA-Qat',
1,
1346,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2005.210 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1562,
'Qatar 1974 to WGS 84 (2)',
'transformation',
4285,
4326,
'B\&R-Qat off',
2,
2406,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived by Brown \& Root in 1992 for Qatar General Petroleum Corporation.',
'Qatar General Petroleum Corporation and Total-Fina',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1563,
'Qatar 1974 to WGS 84 (3)',
'transformation',
4285,
4326,
'CGIS-Qat',
3,
1346,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived by Qatar Centre for GIS. See Qatar 1974 to WGS 84 (2) (code 1562) for transformation used by QGPC for offshore petroleum industry.',
'Qatar Centre for GIS',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1564,
'NZGD49 to WGS 84 (2)',
'transformation',
4272,
4326,
'OSG-Nzl 4m',
2,
3285,
'Transformation accuracy about 4 metres.',
4,
9607,
Null,
Null,
'These parameter values are taken from NZGD49 to NZGD2000 (2) (code 1701) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the transformation. For improved accuracy use NZGD49 to WGS 84 (4) (code 1670).',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1565,
'NZGD2000 to WGS 84 (1)',
'transformation',
4167,
4326,
'OSG-Nzl',
1,
1175,
'Assumes NZGD2000 is coincident to WGS 84 to the 1m accuracy level.',
1,
9603,
Null,
Null,
'',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2005.460 2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1566,
'NZGD49 to NZGD2000 (1)',
'transformation',
4272,
4167,
'OSG-Nzl 5m',
1,
3285,
'5m accuracy.',
5,
9603,
Null,
Null,
'For better accuracy use NZGD49 to NZGD2000 (4) (code 1701) or NZGD49 to NZGD2000 (3) (code 1568).',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2005.460 2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1567,
'NZGD49 to NZGD2000 (2)',
'transformation',
4272,
4167,
'OSG-Nzl 4m',
2,
1175,
'4m accuracy.',
Null,
9607,
Null,
Null,
'4m accuracy. For better accuracy use NZGD49 to NZGD2000 (3) (code 1568)',
'http://www.linz.govt.nz/services/surveysystem/osgpublications/nzgd2000_trans.html',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1568,
'NZGD49 to NZGD2000 (3)',
'transformation',
4272,
4167,
'OSG-Nzl 1m',
3,
3285,
'0.2m accuracy.',
0.2,
9615,
Null,
Null,
'These same parameter values may be used to transform to WGS 84 - see NZGD49 to WGS 84 (4) (code 1670).',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2005.460 2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1569,
'Accra to WGS 84 (1)',
'transformation',
4168,
4326,
'MCE-Gha',
1,
1104,
'Military survey',
25,
9603,
Null,
Null,
'Derived at 3 common points.',
'Ordnance Survey International',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1570,
'Accra to WGS 72BE (1)',
'transformation',
4168,
4324,
'GSI-Gha',
1,
1505,
'Oil exploration.',
25,
9603,
Null,
Null,
'Derived be single point Transit observation at several locations.',
'Various oil industry sources',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1571,
'Amersfoort to ETRS89 (1)',
'transformation',
4258,
4326,
'NCG-Nld 2000',
1,
1172,
'Accuracy 0.5m',
Null,
9607,
Null,
Null,
'Dutch sources also quote an equivalent transformation with parameter values dX=+593.032 dY=+26.000 dZ=+478.741m, rX rY rZ and dS as this tfm. These values belong to a different transformation method and cannot be used with the Coordinate Frame method.',
'http://rdnap.kadaster.nl/rd/index.html Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1572,
'NAD83 to NAD83(CSRS98) (1)',
'transformation',
4269,
4140,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1573,
'NAD27 to NAD83 (6)',
'transformation',
4267,
4269,
'SGQ-Can QC NT2',
6,
1368,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Replaces NAD27 to NAD83 (5) (code 1462). Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83 (code 4269) have longitudes positive east.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1574,
'NAD27 to NAD83(CSRS98) (1)',
'transformation',
4267,
4140,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS98) (code 4140) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1575,
'NAD27(CGQ77) to NAD83 (2)',
'transformation',
4609,
4269,
'SGQ-Can QC NT2',
2,
1368,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Replaces NAD27(CGQ77) to NAD83 (1) (code 1451). Uses NT method which expects longitudes positive west; EPSG GeogCRSs CGQ77 and NAD83 (codes 4609 and 4269) have longitudes positive east. Can be taken as approx transformation to WGS 84 - see code 1691.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1576,
'NAD27(CGQ77) to NAD83(CSRS98) (1)',
'transformation',
4609,
4140,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS98) (code 4140) have 1691longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1577,
'American Samoa 1962 to WGS 84 (1)',
'transformation',
4169,
4326,
'NIMA-Asm',
1,
3109,
'For military purposes. One sigma uncertainty is 25m in each axis.',
44,
9603,
Null,
Null,
'Transformation based on observations at 2 stations in 1993.',
'NIMA TR8350.2 revision of January 2000.',
'OGP',
TO_DATE('2005-05-21'),
'2005.230',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1578,
'American Samoa 1962 to NAD83(HARN) (1)',
'transformation',
4169,
4152,
'NGS-Asm W',
1,
2288,
'Geodetic survey. No accuracy stated.',
5,
9613,
Null,
Null,
'NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.',
'ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1579,
'American Samoa 1962 to NAD83(HARN) (2)',
'transformation',
4169,
4152,
'NGS-Asm E',
2,
2289,
'Geodetic survey. No accuracy stated.',
5,
9613,
Null,
Null,
'NADCON method which expects longitudes positive west; EPSG GeogCRSs American Samoa 1962 and NAD83(HARN) (codes 4169 and 4152) have longitudes positive east. NADCON expects latitudes in northern hemisphere and values must be made positive prior to input.',
'ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon/samoa_readme.txt',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1580,
'NAD83(HARN) to WGS 84 (1)',
'transformation',
4152,
4326,
'EPSG-Usa',
1,
1337,
'Approximation at the +/- 1m level assuming that NAD83(HARN) is equivalent to WGS 84.',
1,
9603,
Null,
Null,
'For many purposes NAD83(HARN) can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2005-05-21'),
'2005.230',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1581,
'SIRGAS to WGS 84 (1)',
'transformation',
4170,
4326,
'NIMA-S America',
1,
3448,
'For military purposes. Accuracy 1m in each axis.',
2,
9603,
Null,
Null,
'',
'NIMA TR8350.2 revision of January 2000.',
'OGP',
TO_DATE('2006-07-29'),
'2001.330 2006.465',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1582,
'PSAD56 to WGS 84 (10)',
'transformation',
4248,
4326,
'TOT-Bol Mad',
10,
2400,
'Oil exploration.',
3,
9603,
Null,
Null,
'Derived May 1995 by Geoid for Total. OSU91A geoid model used.',
'TotalFinaElf',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1583,
'PSAD56 to WGS 84 (11)',
'transformation',
4248,
4326,
'TOT-Bol B20',
11,
2401,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived July 1997 by Geoid from data recorded by UGA for Total. OSU91A geoid model used.',
'Total-Fina',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1584,
'Deir ez Zor to WGS 72BE (1)',
'transformation',
4227,
4324,
'GECO-Syr',
1,
2329,
'Oil exploration.',
5,
9603,
Null,
Null,
'Recomputed in 1991 by Elf from data derived in 1983 at station 254 Deir by Geco using Transit. Derivation of 1983 parameter values of dX=-163.2 dY=-12.7 dZ=+232.7 contained errors in geodetic parameters for Syria.',
'Elf',
'OGP',
TO_DATE('2005-04-14'),
'2005.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1585,
'Deir ez Zor to WGS 84 (2)',
'transformation',
4227,
4326,
'IGN-Syr',
2,
1227,
'?',
999,
9603,
Null,
Null,
'',
'IGN Paris',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1586,
'Deir ez Zor to WGS 84 (3)',
'transformation',
4227,
4326,
'SHL-Syr Whal',
3,
2327,
'Oil exploration.',
999,
9606,
Null,
Null,
'Derived in 1995 by CGG for Al Furat Petroleum Company. Can be approximated using geocentric translations of dX=-174.3m, dY=+14.1m, dZ=+237.6m.',
'Elf',
'OGP',
TO_DATE('2005-04-14'),
'2005.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1587,
'Deir ez Zor to WGS 84 (4)',
'transformation',
4227,
4326,
'ELF-Syr Shad',
4,
2328,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived at four stations by Topnav in 1997.',
'Elf',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1588,
'ED50 to ETRS89 (1)',
'transformation',
4230,
4258,
'NMA-Nor N65 1997',
1,
2332,
'Accuracy 1m.',
1,
9606,
Null,
Null,
'Included in Statens Kartverk programme wsktrans from 1997. The same parameter values were adopted for ED50 to WGS84 (variant 23) transformation offshore Norway north of 62N from April 2001 - see code 1612.',
'Statens Kartverk.',
'OGP',
TO_DATE('2001-06-05'),
'2001.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1589,
'ED50 to ETRS89 (3)',
'transformation',
4230,
4258,
'NMA-Nor 6265W',
3,
2333,
'Accuracy 2m.',
2,
9620,
Null,
Null,
'Included in Statens Kartverk programme wsktrans from 1997. See ED50 to WGS84 (23) (code 1612) for a simpler transformation accurate to better than 4m.',
'Statens Kartverk',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1590,
'ED50 to WGS 84 (22)',
'transformation',
4230,
4326,
'NMA-Nor 6265W 1997',
22,
2333,
'Oil exploration before 2001.',
0.5,
9620,
Null,
Null,
'Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced ED50 to WGS 84 (20) (code 1450) in 1997. Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.',
'Statens Kartverk.',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1591,
'RGF93 to ETRS89 (1)',
'transformation',
4171,
4258,
'IGN-Fra',
1,
1096,
'RGF93 is a regional realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation RGF93 to WGS 84 - see code 1671.',
'TotalFinaElf',
'OGP',
TO_DATE('2000-10-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1592,
'Timbalai 1948 to WGS 84 (2)',
'transformation',
4298,
4326,
'BSP-Brn',
2,
2348,
'Offshore oil exploration.',
5,
9603,
Null,
Null,
'',
'Brunei Shell Petroleum',
'OGP',
TO_DATE('2006-09-21'),
'2002.700 2006.252',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1593,
'AGD84 to GDA94 (4)',
'transformation',
4203,
4283,
'DOLA-Aus WA 0.1m',
4,
1280,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaces AGD84 to GDA94 (3) (code 1559) and then replaced by AGD84 to GDA94 (5) (code 1804). Input expects longitudes to be positive west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east.',
'Department of Land Information, Government of Western Australia; http://www.dola.wa.gov.au/',
'OGP',
TO_DATE('2007-03-22'),
'2005.460 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1594,
'AGD66 to GDA94 (8)',
'transformation',
4202,
4283,
'OSG-Tas 1m',
8,
1282,
'Recommended for mid-accuracy use in Tasmania. 1m accuracy.',
1,
9607,
Null,
Null,
'Replaces AGD66 to GDA94 (3) (code 1459) from August 2000. For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1667.',
'GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1595,
'AGD66 to GDA94 (9)',
'transformation',
4202,
4283,
'Auslig-NT 1m',
9,
2284,
'Recommended for mid-accuracy use in Northern Territory. 1m accuracy.',
1,
9607,
Null,
Null,
'For higher accuracy requirements see AGD66 to GDA94 (11) (code 1803). May be taken as approximate transformation AGD66 to WGS 84 - see code 1668.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1596,
'AGD66 to GDA94 (10)',
'transformation',
4202,
4283,
'OSG-Aus SE 0.1m',
10,
2287,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaces AGD66 to GDA94 (5) (code 1464). Replaced by AGD66 to GDA94 (11) (code 1803). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east.',
'Office of Surveyor General Victoria; http://www.land.vic.gov.au/',
'OGP',
TO_DATE('2007-03-22'),
'2005.460 2005.860 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1597,
'Bogota 1975 to WGS 84 (2)',
'transformation',
4218,
4326,
'BP-Col CusCup',
2,
2315,
'Oil exploration.',
0.2,
9603,
Null,
Null,
'Derived in 1995 by WGC at first order stations Recreo and Mena via multi-day ties to 4 IGS stations. Residuals under 20cm.',
'Various industry sources',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1598,
'POSGAR to WGS 84 (1)',
'transformation',
4172,
4326,
'EPSG-Arg',
1,
1033,
'?',
Null,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1599,
'ATS77 to NAD83(CSRS98) (2)',
'transformation',
4122,
4140,
'PEI DOT-Can PEI',
2,
1533,
'?',
Null,
9615,
Null,
Null,
'Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.',
'PEI Department of Transportation \& Public Works',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1600,
'NAD27 to NAD83(CSRS98) (2)',
'transformation',
4267,
4140,
'SK PMC-Can SK',
2,
2375,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1601,
'NAD83 to NAD83(CSRS98) (2)',
'transformation',
4269,
4140,
'SK PMC-Can SK',
2,
2375,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1602,
'NAD83 to NAD83(CSRS98) (3)',
'transformation',
4267,
4140,
'AB Env-Can AB',
2,
2376,
'Accuracy 1-2 metres.',
Null,
9615,
Null,
Null,
'This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.',
'Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1603,
'NAD27 to ATS77 (1)',
'transformation',
4267,
4122,
'SNB-Can NB',
1,
1447,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see ATS77 to NAD27 (1) (code 1947)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2004-08-23'),
'2003.080 2004.470',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1604,
'NAD27 to ATS77 (2)',
'transformation',
4267,
4122,
'SNB-Can NS',
2,
2313,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see ATS77 to NAD27 (2) (code 1948).',
'Survey of New Brunswick',
'OGP',
TO_DATE('2003-02-25'),
'2003.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1605,
'NAD27 to ATS77 (3)',
'transformation',
4267,
4122,
'SNB-Can PEI',
3,
1533,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see ATS77 to NAD27 (3) (code 1949).',
'Survey of New Brunswick',
'OGP',
TO_DATE('2003-02-25'),
'2003.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1606,
'ATS77 to NAD27 (1)',
'transformation',
4122,
4267,
'SNB-Can NB',
1,
1447,
'?',
Null,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (1) (code 1603)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1607,
'ATS77 to NAD27 (2)',
'transformation',
4122,
4267,
'SNB-Can NS',
2,
2313,
'?',
Null,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (2) (code 1604)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1608,
'ATS77 to NAD27 (3)',
'transformation',
4122,
4267,
'SNB-Can PEI',
3,
1533,
'?',
Null,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (3) (code 1605)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1609,
'BD72 to WGS 84 (1)',
'transformation',
4313,
4326,
'IGN-Bel 7',
1,
1347,
'For applications to an accuracy of 1 metre.',
1,
9607,
Null,
Null,
'Scale difference is given by information source as 0.999999. Given in this record in ppm to assist application usage. Very similar parameter values (to slightly less precision) used for BD72 to ETRS89: see code 1652.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2010-03-30'),
'2006.550 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1610,
'BD72 to WGS 84 (2)',
'transformation',
4313,
4326,
'IGN-Bel 3',
2,
1347,
'For applications to an accuracy of 5 metres.',
5,
9603,
Null,
Null,
'',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1611,
'IRENET95 to ETRS89 (1)',
'transformation',
4173,
4258,
'OSI-Ire',
1,
1305,
'IRENET95 is a regional realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation IRENET95 to WGS 84 - see code 1678.',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2007-11-01'),
'2007.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1612,
'ED50 to WGS 84 (23)',
'transformation',
4230,
4326,
'EPSG-Nor N62 2001',
23,
2601,
'Oil industry offshore.',
1,
9606,
Null,
Null,
'Parameter values are taken from ED50 to ETRS89 (1), code 1588. Adopted for ED50 to WGS84 transformations offshore Norway north of 62N from April 2001 when it replaced code 1590. Included in Statens Kartverk programme wsktrans from v4.0.',
'EPSG Guidance Note #10',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1613,
'ED50 to WGS 84 (24)',
'transformation',
4230,
4326,
'EPSG-Nor S62 2001',
24,
2334,
'Approximation to 1 metre for oil industry use.',
1,
9606,
Null,
Null,
'Approximation to 1 metre of concatenated transformation ED50 to WGS 84 (14), code 8653. 8653 remains the transformation promulgated by Statens Kartverk but 1613 recommended by EPSG for practical oil industry usage.',
'EPSG Guidance Note #10',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1614,
'Sierra Leone 1968 to WGS 84 (1)',
'transformation',
4175,
4326,
'NIMA-Sle',
1,
3306,
'Accuracy +/- 15m in each axis.',
26,
9603,
Null,
Null,
'Determined at 8 stations. Info. source has the source CRS as Sierra Leone 1960. Sierra Leone 1968 is a readjustment of the 1960 network: coordinates changed by less than 3 metres.',
'NIMA TR8350.2 revision 3, 1997.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1615,
'Timbalai 1948 to WGS 84 (3)',
'transformation',
4298,
4326,
'SD-Brn',
3,
2349,
'Topographic and engineering survey onshore.',
100,
9603,
Null,
Null,
'CARE! Erroneous GPS data was used in the derivation of these parameters. They produce a coordinate difference of 10m horizontally and 50m vertically compared to Timbalai 1948 to WGS 84 (2) (code 1592).',
'Brunei Survey Department',
'OGP',
TO_DATE('2006-09-21'),
'2006.252',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1616,
'PSD93 to WGS 72 (1)',
'transformation',
4134,
4322,
'PDO-Omn 93',
1,
3288,
'Oil exploration. Residuals 1.2m at 67% probability level.',
1.2,
9606,
Null,
Null,
'',
'Petroleum Development Oman',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1617,
'PSD93 to WGS 84 (3)',
'transformation',
4134,
4326,
'Tot-Omn 95',
3,
2404,
'Oil exploration.',
0.5,
9606,
Null,
Null,
'Accuracy better than 0.5m in block 4.',
'TotalFinaElf',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1618,
'MGI to WGS 84 (3)',
'transformation',
4312,
4326,
'BEV-Aut',
3,
1037,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'Same transformation parameters used for MGI to ETRS89 (1) (code 1619).',
'Bundesamt fuer Eich- und Vermessungswesen via EuroGeographics http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2006-12-16'),
'2006.971',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1619,
'MGI to ETRS89 (1)',
'transformation',
4312,
4258,
'BEV-Aut',
1,
1037,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'Same transformation parameters used for MGI to WGS 84 (3) (code 1618). Precision of parameter values in this record were increased effective 16-Dec-2006 (db v6.12): see change record 2006.971.',
'Bundesamt fuer Eich- und Vermessungswesen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-12-16'),
'2006.971',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1620,
'MGI to ETRS89 (2)',
'transformation',
4312,
4258,
'DGU-Hrv',
2,
1076,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation MGI to WGS 84 - see code 1621.',
'Drzavna Geodetska Uprava via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1621,
'MGI to WGS 84 (4)',
'transformation',
4312,
4326,
'EPSG-Hrv',
4,
1076,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from MGI to ETRS89 (2) (code 1620). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1622,
'S-JTSK to ETRS89 (1)',
'transformation',
4156,
4258,
'CUZK-Cze',
1,
1079,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation S-JTSK to WGS 84 - see code 1623.',
'Cesky Urad Zememericky a Katastraln via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1623,
'S-JTSK to WGS 84 (1)',
'transformation',
4156,
4326,
'EPSG-Cze',
1,
1079,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from S-JTSK to ETRS89 (1) (code 1622). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1624,
'S-JTSK to ETRS89 (2)',
'transformation',
4156,
4258,
'UGKK-Svk',
2,
1211,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation S-JTSK to WGS 84 - see code 1625.',
'Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'2009.095',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1625,
'S-JTSK to WGS 84 (2)',
'transformation',
4156,
4326,
'EPSG-Svk',
2,
1211,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from S-JTSK to ETRS89 (2) (code 1624). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'2009.095',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1626,
'ED50 to ETRS89 (4)',
'transformation',
4230,
4258,
'KMS-Dnk',
4,
1080,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1627.',
'Kort \& Matrikelstyrelsen via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1627,
'ED50 to WGS 84 (25)',
'transformation',
4230,
4326,
'EPSG-Dnk',
25,
1080,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from ED50 to ETRS89 (4) (code 1626). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1628,
'ED50 to ETRS89 (5)',
'transformation',
4230,
4258,
'DGC-Gib',
5,
1105,
'For applications to an accuracy of 1 metre.',
1,
9603,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1629.',
'UK Defence Geographic and Imagery Intelligence Agency via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1629,
'ED50 to WGS 84 (26)',
'transformation',
4230,
4326,
'EPSG-Gib',
26,
1105,
'For applications to an accuracy of 1 metre.',
1,
9603,
Null,
Null,
'Parameter values from ED50 to ETRS89 (5) (code 1628). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1630,
'ED50 to ETRS89 (6)',
'transformation',
4230,
4258,
'CNIG-Esp Bal',
6,
2335,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1631.',
'Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1631,
'ED50 to WGS 84 (27)',
'transformation',
4230,
4326,
'EPSG-Esp Bal',
27,
2335,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'Parameter values from ED50 to ETRS89 (6) (code 1630). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1632,
'ED50 to ETRS89 (7)',
'transformation',
4230,
4258,
'CNIG-Esp',
7,
2336,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1633.',
'Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1633,
'ED50 to WGS 84 (28)',
'transformation',
4230,
4326,
'EPSG-Esp',
28,
2336,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'Parameter values from ED50 to ETRS89 (7) (code 1632). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1634,
'ED50 to ETRS89 (8)',
'transformation',
4230,
4258,
'CNIG-Esp NW',
8,
2337,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1635.',
'Centro Nacional de Informacion Geografica via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1635,
'ED50 to WGS 84 (29)',
'transformation',
4230,
4326,
'EPSG-Esp NW',
29,
2337,
'For applications to an accuracy of 1.5 metres.',
1.5,
9606,
Null,
Null,
'Parameter values from ED50 to ETRS89 (8) (code 1634). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1636,
'D48 / GK to D96 / TM (5)',
'transformation',
3787,
3794,
'GuRS-Svn 5',
5,
3348,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9988083326deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1637,
'D48 / GK to D96 / TM (6)',
'transformation',
3787,
3794,
'GuRS-Svn 6',
6,
2422,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9985894280deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1638,
'KKJ to ETRS89 (1)',
'transformation',
4123,
4258,
'NLS-Fin',
1,
1095,
'For applications to an accuracy of 1 to 2 metres.',
1.5,
9606,
Null,
Null,
'May be taken as approximate transformation KKJ to WGS 84 - see code 1639. Replaced by KKJ to ETRS89 (2) (code 10098).',
'National Land Survey of Finland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2004.120 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1639,
'KKJ to WGS 84 (1)',
'transformation',
4123,
4326,
'EPSG-Fin',
1,
1095,
'For applications to an accuracy of 1 to 2 metres.',
1.5,
9606,
Null,
Null,
'Parameter values from KKJ to ETRS89 (1) (code 1638). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by KKJ to WGS 84 (2) (code 10099).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1640,
'TM65 to ETRS89 (1)',
'transformation',
4299,
4258,
'OSI-Ire',
1,
1305,
'For applications to an accuracy of 1 metre.',
Null,
9606,
Null,
Null,
'May be taken as approximate transformation TM65 to WGS 84 - see code 1641.',
'Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1641,
'TM65 to WGS 84 (2)',
'transformation',
4299,
4326,
'EPSG-Ire',
2,
1125,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) TM65 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'2002.621',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1642,
'Luxembourg 1930 to ETRS89 (1)',
'transformation',
4181,
4258,
'ACT-Lux',
1,
1146,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation Luxembourg 1930 to WGS 84 - see code 1643.',
'Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1643,
'Luxembourg 1930 to WGS 84 (1)',
'transformation',
4181,
4326,
'EPSG-Lux',
1,
1146,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from Luxembourg 1930 to ETRS89 (1) (code 1642). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1644,
'Pulkovo 1942(58) to ETRS89 (1)',
'transformation',
4179,
4258,
'GUGK-Pol',
1,
1192,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 1645. Parameter values given to greater precision but to no better accuracy in GUGiK Technical Instruction G-2, Warsaw 2001.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-02-02'),
'2005.590',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1645,
'Pulkovo 1942(58) to WGS 84 (1)',
'transformation',
4179,
4326,
'EPSG-Pol',
1,
1192,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from Pulkovo 1942(58) to ETRS89 (1) (code 1644). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1646,
'CH1903 to ETRS89 (1)',
'transformation',
4149,
4258,
'BfL-Che',
1,
1286,
'Accuracy 1.5 metres.',
1.5,
9603,
Null,
Null,
'These parameters are derived from CH1903+ to ETRS89 (code 1647) and are used as from CH1903 as an approximation which is within the accuracy of the distortions in the CH1903 network.',
'Bundesamt fuer Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-12-29'),
'2006.992',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1647,
'CH1903+ to ETRS89 (1)',
'transformation',
4150,
4258,
'BfL-Che',
1,
1286,
'For applications to an accuracy of 0.1 metres.',
0.1,
9603,
Null,
Null,
'This transformation is also given as CH1903+ to CHTRF95 (1) (code 1509). CHTRF95 is a local realisation of ETRS89.',
'Bundesamt fuer Landestopographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1648,
'EST97 to ETRS89 (1)',
'transformation',
4180,
4258,
'NLB-Est',
1,
1090,
'EST97 is a realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation EST97 to WGS 84 - see code 1649.',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1649,
'EST97 to WGS 84 (1)',
'transformation',
4180,
4326,
'EPSG-Est',
1,
1090,
'For applications to an accuracy of 1 metre.',
1,
9603,
Null,
Null,
'Parameter values taken from EST97 to ETRS89 (1) (code 1648). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1650,
'ED50 to ETRS89 (10)',
'transformation',
4230,
4258,
'IGN-Fra',
10,
1096,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'These same parameter values are used to transform to WGS 84. See ED50 to WGS 84 (17) (code 1275).',
'Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1651,
'NTF to ETRS89 (1)',
'transformation',
4275,
4258,
'IGN-Fra',
1,
3694,
'For applications to an accuracy of 2 metres.',
2,
9603,
Null,
Null,
'These same parameter values are used to transform to WGS 84. See NTF to WGS 84 (1) (code 1193).',
'Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1652,
'BD72 to ETRS89 (1)',
'transformation',
4313,
4258,
'IGN-Bel',
1,
1347,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation BD72 to WGS 84 - see code 1609.',
'Institut Geographique National via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1653,
'NGO 1948 to ETRS89 (1)',
'transformation',
4273,
4258,
'SKV-Nor',
1,
1352,
'For applications to an accuracy of 3 metres.',
3,
9606,
Null,
Null,
'May be taken as approximate transformation NGO 1948 to WGS 84 - see code 1654.',
'Statens Kartverk via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1654,
'NGO 1948 to WGS 84 (1)',
'transformation',
4273,
4326,
'EPSG-Nor',
1,
1352,
'For applications to an accuracy of 3 metres.',
3,
9606,
Null,
Null,
'Parameter values from NGO 1948 to ETRS89 (1) (code 1653). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1655,
'Lisbon to ETRS89 (1)',
'transformation',
4207,
4258,
'ICC-Prt 2000',
1,
1294,
'For applications to an accuracy of 3 metres.',
3,
9606,
Null,
Null,
'Derived in 2000 at 8 stations. Replaced by 2001 derivation (tfm code 1997). May be taken as approximate transformation to WGS 84 - see tfm code 1656,',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2003.233 2003.234 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1656,
'Lisbon to WGS 84 (1)',
'transformation',
4207,
4326,
'EPSG-Prt 2000',
1,
1294,
'For applications to an accuracy of 3 metres.',
3,
9606,
Null,
Null,
'Parameter values from Lisbon to ETRS89 (1) (code 1655). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by Lisbon to WGS 84 (4) (code 1988).',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2002.720 2010.013',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1657,
'Datum 73 to ETRS89 (1)',
'transformation',
4274,
4258,
'ICC-Prt 2000',
1,
1294,
'For applications to an accuracy of 2 metres.',
2,
9606,
Null,
Null,
'Derived in 2000 at 8 stations. Replaced by 2001 derivation (tfm code 1992). May be taken as approximate tfm to WGS 84 - see tfm 1658.',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2003.233 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1658,
'Datum 73 to WGS 84 (1)',
'transformation',
4274,
4326,
'EPSG-Prt 2000',
1,
1294,
'For applications to an accuracy of 2 metres.',
2,
9606,
Null,
Null,
'Parameter values from Datum 73 to ETRS89 (1) (code 1657). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaced by Datum 73 to WGS 84 (4) (tfm code 1987).',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2010.013',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1659,
'Monte Mario to ETRS89 (1)',
'transformation',
4265,
4258,
'IGM-Ita main',
1,
2372,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'May be taken as approximate transformation Monte Mario to WGS 84 - see code 1660.',
'Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2004.080 2005.180',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1660,
'Monte Mario to WGS 84 (4)',
'transformation',
4265,
4326,
'EPSG-Ita main',
4,
2372,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'Parameter values from Monte Mario to ETRS89 (1) (code 1659). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-01-20'),
'2004.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1661,
'Monte Mario to ETRS89 (2)',
'transformation',
4265,
4258,
'IGM-Ita Sar',
2,
2339,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'May be taken as approximate transformation Monte Mario to WGS 84 - see code 1662.',
'Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2004.080 2005.180',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1662,
'Monte Mario to WGS 84 (2)',
'transformation',
4265,
4326,
'EPSG-Ita Sar',
2,
2339,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'Parameter values from Monte Mario to ETRS89 (2) (code 1661). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-01-20'),
'2004.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1663,
'Monte Mario to ETRS89 (3)',
'transformation',
4265,
4258,
'IGM-Ita Sic',
3,
2340,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'May be taken as approximate transformation Monte Mario to WGS 84 - see code 1664.',
'Istituto Geografico Militare Italiano via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2004.080 2005.180',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1664,
'Monte Mario to WGS 84 (3)',
'transformation',
4265,
4326,
'EPSG-Ita Sic',
3,
2340,
'Accuracy: 4 metres',
4,
9606,
Null,
Null,
'Parameter values from Monte Mario to ETRS89 (3) (code 1663). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-01-20'),
'2004.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1665,
'AGD66 to WGS 84 (12)',
'transformation',
4202,
4326,
'EPSG-ACT 1m',
12,
2283,
'Recommended for mid-accuracy use in A.C.T. 1m accuracy.',
1,
9607,
Null,
Null,
'Parameter values from AGD66 to GDA94 (2) (code 1458). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1666,
'AGD66 to WGS 84 (13)',
'transformation',
4202,
4326,
'EPSG-NSW Vic 1m',
13,
2286,
'Recommended for mid-accuracy use in NSW and Victoria. 1m accuracy.',
1,
9607,
Null,
Null,
'Parameter values from AGD66 to GDA94 (4) (code 1460). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1667,
'AGD66 to WGS 84 (14)',
'transformation',
4202,
4326,
'EPSG-Tas 1m',
14,
1282,
'Recommended for mid-accuracy use in Tasmania. 1m accuracy.',
1,
9607,
Null,
Null,
'Parameter values from AGD66 to GDA94 (8) (code 1594). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1668,
'AGD66 to WGS 84 (15)',
'transformation',
4202,
4326,
'EPSG-NT 1m',
15,
2284,
'Recommended for mid-accuracy use in Northern Territory. 1m accuracy.',
1,
9607,
Null,
Null,
'Parameter values from AGD66 to GDA94 (9) (code 1595). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1669,
'AGD84 to WGS 84 (7)',
'transformation',
4203,
4326,
'EPSG-Aus 1m',
7,
2575,
'1m accuracy.',
1,
9607,
Null,
Null,
'Parameter values from AGD84 to GDA94 (2) (code 1280). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces AGD84 to WGS 84 (2) (code 1236). Note: AGD84 officially adopted only in Qld, SA and WA.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1670,
'NZGD49 to WGS 84 (3)',
'transformation',
4272,
4326,
'EPSG-Nzl 1m',
3,
3285,
'Accuracy about 1m.',
1,
9615,
Null,
Null,
'Parameter file is from NZGD49 to NZGD2000 (3) (code 1568) and assumes WGS 84 is coincident with NZGD2000 to the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1671,
'RGF93 to WGS 84 (1)',
'transformation',
4171,
4326,
'EPSG-Fra',
1,
1096,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'Parameter values from RGF93 to ETRS89 (1) (code 1591) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1672,
'Amersfoort to WGS 84 (2)',
'transformation',
4289,
4326,
'EPSG-Nld',
2,
1275,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values from Amersfoort to ETRS89 (1) (code 1751) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (1) (code 1112). Replaced by Amersfoort to WGS 84 (3) (code 15934).',
'OGP',
'OGP',
TO_DATE('2007-04-10'),
'2002.900 2007.043 2007.051',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1673,
'DHDN to WGS 84 (1)',
'transformation',
4314,
4326,
'EPSG-Deu W',
1,
2326,
'For applications with an accuracy at 5 m level.',
5,
9607,
Null,
Null,
'Parameter values from DHDN to ETRS89 (1) (code 1309) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by DHDN to WGS 84 (2) (tfm code 1777).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2006.691 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1674,
'Pulkovo 1942(83) to ETRS89 (1)',
'transformation',
4178,
4258,
'IfAG-Deu E',
1,
1343,
'Residuals under 2 m.',
2,
9607,
Null,
Null,
'Mean of 20 stations. May be taken as approximate transformation to WGS 84 - see code 1675. Also given by EuroGeographics at http://crs.ifag.de/ as a Position Vector transformation with changed values for rotations. In 2001 partially replaced by tfm 1775.',
'Institute for Cartography and Geodesy; Leipzig.',
'OGP',
TO_DATE('2010-02-18'),
'2007.043 2009.008',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1675,
'Pulkovo 1942(83) to WGS 84 (1)',
'transformation',
4178,
4326,
'EPSG-Deu E',
1,
1343,
'Residuals under 2 m.',
2,
9607,
Null,
Null,
'Parameter values from Pulkovo 1942(83) to ETRS89 (1) (code 1674) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1676,
'CH1903+ to WGS 84 (1)',
'transformation',
4150,
4326,
'BfL-CH',
1,
1286,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'Parameter values are from CH1903+ to CHTRF95 (1) (code 1509) assuming that CHTRF95 is equivalent to WGS 84. That transformation is also given as CH1903+ to ETRS89 (1) (code 1647). CHTRF95 is a realisation of ETRS89.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1677,
'HD72 to WGS 84 (1)',
'transformation',
4237,
4326,
'EPSG-Hun',
1,
1119,
'Approximation at the +/- 1m level.',
Null,
9607,
Null,
Null,
'Parameter values taken from HD72 to ETRS89 (1) (code 1273) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1678,
'IRENET95 to WGS 84 (1)',
'transformation',
4173,
4326,
'EPSG-Ire',
1,
1305,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'Assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. IRENET95 is a regional realisation of ETRS89.',
'OGP',
'OGP',
TO_DATE('2007-11-01'),
'2007.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1679,
'Pulkovo 1942 to WGS 84 (2)',
'transformation',
4284,
4326,
'EPSG-Ltu',
2,
1145,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values taken from Pulkovo 1942 to LKS94(ETRS89) (1) (code 1274) assuming that LKS94(ETRS89) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1680,
'RT90 to WGS 84 (1)',
'transformation',
4124,
4326,
'EPSG-Swe',
1,
1225,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values from RT90 to ETRS89 (1) (code 1437) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaced by RT90 to WGS 84 (2) (code 1896) from 2001.',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2002.480 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1681,
'OSGB 1936 / British National Grid to WGS 84 (1)',
'transformation',
27700,
4326,
'EPSG-Gbr',
1,
1264,
'Accuracy 1m.',
1,
9633,
Null,
Null,
'Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (1) (code 1036) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Replaced by OSGB 1936 / British National Grid to WGS 84 (2) (code 15956).',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1682,
'South Yemen to WGS 84 (1)',
'transformation',
4164,
4326,
'EPSG-Yem South',
1,
1340,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'Parameter values taken from South Yemen to Yemen NGN96 (1) (code 1539) assuming that NGN96 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1683,
'Tete to WGS 84 (1)',
'transformation',
4127,
4326,
'EPSG-Moz',
1,
1167,
'Residuals as high as 30 metres.',
30,
9607,
Null,
Null,
'Parameter values taken from Tete to Moznet (1) (code 1297) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1684,
'Tete to WGS 84 (2)',
'transformation',
4127,
4326,
'EPSG-Moz A',
2,
2350,
'Residuals are generally under 1 metre.',
1,
9607,
Null,
Null,
'Parameter values taken from Tete to Moznet (2) (code 1298) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1685,
'Tete to WGS 84 (3)',
'transformation',
4127,
4326,
'EPSG-Moz B',
3,
2351,
'Residuals are generally under 4 metres.',
4,
9607,
Null,
Null,
'Parameter values taken from Tete to Moznet (3) (code 1299) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1686,
'Tete to WGS 84 (4)',
'transformation',
4127,
4326,
'EPSG-Moz C',
4,
2352,
'Residuals are generally under 3 metres.',
3,
9607,
Null,
Null,
'Parameter values taken from Tete to Moznet (4) (code 1300) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1687,
'Tete to WGS 84 (5)',
'transformation',
4127,
4326,
'EPSG-Moz D',
5,
2353,
'Residuals are 5-10 metres.',
10,
9607,
Null,
Null,
'Parameter values taken from Tete to Moznet (5) (code 1301) assuming that Moznet is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1688,
'ATS77 to WGS 84 (1)',
'transformation',
4122,
4326,
'EPSG-Can NB',
1,
1447,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from ATS77 to NAD83(CSRS) (1) (code 1841) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1689,
'ATS77 to WGS 84 (2)',
'transformation',
4122,
4326,
'EPSG-Can PEI',
2,
1533,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from ATS77 to NAD83(CSRS) (2) (code 1846) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1690,
'NAD27(76) to WGS 84 (1)',
'transformation',
4608,
4326,
'EPSG-Can On',
1,
1367,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD27(76) to NAD83 (1) (code 1463) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1691,
'NAD27(CGQ77) to WGS 84 (3)',
'transformation',
4609,
4326,
'EPSG-Can Qc NT2',
3,
1368,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD27(CGQ77) to NAD83(CSRS) (1) (code 1845) assuming that NAD83(CSRS98) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1692,
'NAD27 to WGS 84 (34)',
'transformation',
4267,
4326,
'EPSG-Can QC',
34,
1368,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1844) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1693,
'NAD27 to WGS 84 (33)',
'transformation',
4267,
4326,
'EPSG-Can',
33,
1061,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD27 to NAD83 (4) (code 1313) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1694,
'American Samoa 1962 to WGS 84 (2)',
'transformation',
4169,
4326,
'EPSG-Asm W',
2,
2288,
'No accuracy stated for source transformation.',
5,
9613,
Null,
Null,
'Parameter files are from American Samoa 1962 to NAD83(HARN) (1) (code 1578), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1695,
'American Samoa 1962 to WGS 84 (3)',
'transformation',
4169,
4326,
'EPSG-Asm E',
3,
2289,
'No accuracy stated for source transformation.',
5,
9613,
Null,
Null,
'Parameter files are from American Samoa 1962 to NAD83(HARN) (2) (code 1579), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1696,
'NAD83 to WGS 84 (6)',
'transformation',
4269,
4326,
'EPSG-Can QC',
6,
1368,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD83 to NAD83(CSRS) (1) (code 1843) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1697,
'NAD83 to WGS 84 (7)',
'transformation',
4269,
4326,
'EPSG-Can SK',
7,
2375,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD83 to NAD83(CSRS8) (2) (code 1848) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1698,
'St. George Island to WGS 84 (1)',
'transformation',
4138,
4326,
'EPSG-Usa AK StG',
1,
1331,
'Approximation at the +/- 1 to 2m level.',
1.5,
9613,
Null,
Null,
'Parameter files are from St. George Island to NAD83 (1) (code 1457) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1699,
'St. Lawrence Island to WGS 84 (1)',
'transformation',
4136,
4326,
'EPSG-Usa AK StL',
1,
1332,
'Approximation at the +/- 1 to 2m level.',
1.5,
9613,
Null,
Null,
'Parameter files are from St. Lawrence Island to NAD83 (1) (code 1455) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1700,
'St. Paul Island to WGS 84 (1)',
'transformation',
4137,
4326,
'EPSG-Usa AK StP',
1,
1333,
'Approximation at the +/- 1 to 2m level.',
1.5,
9613,
Null,
Null,
'Parameter files are from St. Paul Island to NAD83 (1) (code 1456) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1701,
'NZGD49 to NZGD2000 (2)',
'transformation',
4272,
4167,
'OSG-Nzl 4m',
2,
3285,
'4m accuracy.',
4,
9607,
Null,
Null,
'For better accuracy use NZGD49 to NZGD2000 (3) (code 1568).',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2005.460 2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1702,
'NAD83 to WGS 84 (8)',
'transformation',
4269,
4326,
'EPSG-Can AB',
8,
2376,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD83 to NAD83(CSRS) (3) (code 1849) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation. This file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some sodtware.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1703,
'NAD27 to WGS 84 (32)',
'transformation',
4267,
4326,
'EPSG-Can SK',
32,
2375,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from NAD27 to NAD83(CSRS) (1) (code 1847) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-12-29'),
'2006.993',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1704,
'NAD83 to NAD83(HARN) (40)',
'transformation',
4269,
4152,
'NGS-Usa AR',
40,
1374,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1708.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1705,
'NAD83 to NAD83(HARN) (41)',
'transformation',
4269,
4152,
'NGS-Usa IA',
41,
1384,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1709.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1706,
'NAD83 to NAD83(HARN) (42)',
'transformation',
4269,
4152,
'NGS-Usa MN',
42,
1392,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1710.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1707,
'NAD83 to NAD83(HARN) (43)',
'transformation',
4269,
4152,
'NGS-Usa MO',
43,
1394,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 1711.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1708,
'NAD83 to WGS 84 (12)',
'transformation',
4269,
4326,
'EPSG-USA Ar',
12,
1374,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (40) (code 1704) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1709,
'NAD83 to WGS 84 (13)',
'transformation',
4269,
4326,
'EPSG-Usa IA',
13,
1384,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (41) (code 1705) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1710,
'NAD83 to WGS 84 (14)',
'transformation',
4269,
4326,
'EPSG-Usa MN',
14,
1392,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (42) (code 1706) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1711,
'NAD83 to WGS 84 (15)',
'transformation',
4269,
4326,
'EPSG-Usa MO',
15,
1394,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (43) (code 1707) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1712,
'NAD83 to WGS 84 (16)',
'transformation',
4269,
4326,
'EPSG-Usa CO',
16,
1376,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (5) (code 1478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1713,
'NAD83 to WGS 84 (17)',
'transformation',
4269,
4326,
'EPSG-Usa GA',
17,
1380,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (6) (code 1479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1714,
'NAD83 to WGS 84 (18)',
'transformation',
4269,
4326,
'EPSG-Usa FL',
18,
1379,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (7) (code 1480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1715,
'NAD83 to WGS 84 (19)',
'transformation',
4269,
4326,
'EPSG-Usa ID MT e',
19,
2382,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (8) (code 1481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1716,
'NAD83 to WGS 84 (20)',
'transformation',
4269,
4326,
'EPSG-Usa ID MT w',
20,
2383,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (9) (code 1482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1717,
'NAD83 to WGS 84 (21)',
'transformation',
4269,
4326,
'EPSG-Usa AL',
21,
1372,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (1) (code 1474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1718,
'NAD83 to WGS 84 (22)',
'transformation',
4269,
4326,
'EPSG-Usa KY',
22,
1386,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (10) (code 1483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1719,
'NAD83 to WGS 84 (23)',
'transformation',
4269,
4326,
'EPSG-Usa LA',
23,
1387,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (11) (code 1484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1720,
'NAD83 to WGS 84 (24)',
'transformation',
4269,
4326,
'EPSG-Usa DE MD',
24,
2377,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (12) (code 1485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1721,
'NAD83 to WGS 84 (25)',
'transformation',
4269,
4326,
'EPSG-Usa ME',
25,
1388,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (13) (code 1486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1722,
'NAD83 to WGS 84 (26)',
'transformation',
4269,
4326,
'EPSG-Usa MI',
26,
1391,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (14) (code 1487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1723,
'NAD83 to WGS 84 (27)',
'transformation',
4269,
4326,
'EPSG-Usa MS',
27,
1393,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (15) (code 1488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1724,
'NAD83 to WGS 84 (28)',
'transformation',
4269,
4326,
'EPSG-Usa NE',
28,
1396,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (16) (code 1489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1725,
'NAD83 to WGS 84 (29)',
'transformation',
4269,
4326,
'EPSG-Usa NewEng',
29,
2378,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (17) (code 1490) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1726,
'NAD83 to WGS 84 (30)',
'transformation',
4269,
4326,
'EPSG-Usa NM',
30,
1400,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (18) (code 1491) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1727,
'NAD83 to WGS 84 (31)',
'transformation',
4269,
4326,
'EPSG-Usa NY',
31,
1401,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (19) (code 1492) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1728,
'NAD83 to WGS 84 (32)',
'transformation',
4269,
4326,
'EPSG-Usa AZ',
32,
1373,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (2) (code 1475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1729,
'NAD83 to WGS 84 (33)',
'transformation',
4269,
4326,
'EPSG-Usa ND',
33,
1403,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (20) (code 1493) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1730,
'NAD83 to WGS 84 (34)',
'transformation',
4269,
4326,
'EPSG-Usa OK',
34,
1405,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (21) (code 1494) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1731,
'NAD83 to WGS 84 (35)',
'transformation',
4269,
4326,
'EPSG-PRVI',
35,
2251,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (22) (code 1495) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-09-05'),
'2004.360 2009.064',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1732,
'NAD83 to WGS 84 (36)',
'transformation',
4269,
4326,
'EPSG-Usa SD',
36,
1410,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (23) (code 1496) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1733,
'NAD83 to WGS 84 (37)',
'transformation',
4269,
4326,
'EPSG-Usa TN',
37,
1411,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (24) (code 1497) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1734,
'NAD83 to WGS 84 (38)',
'transformation',
4269,
4326,
'EPSG-Usa TX e',
38,
2379,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (25) (code 1498) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1735,
'NAD83 to WGS 84 (39)',
'transformation',
4269,
4326,
'EPSG-Usa TX w',
39,
2380,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (26) (code 1499) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1736,
'NAD83 to WGS 84 (40)',
'transformation',
4269,
4326,
'EPSG-Usa VA',
40,
1415,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (27) (code 1500) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1737,
'NAD83 to WGS 84 (41)',
'transformation',
4269,
4326,
'EPSG-Usa OR WA',
41,
2381,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (28) (code 1501) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1738,
'NAD83 to WGS 84 (42)',
'transformation',
4269,
4326,
'EPSG-Usa WI',
42,
1418,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (29) (code 1502) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1739,
'NAD83 to WGS 84 (43)',
'transformation',
4269,
4326,
'EPSG-Usa CA n',
43,
2297,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (3) (code 1476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1740,
'NAD83 to WGS 84 (44)',
'transformation',
4269,
4326,
'EPSG-Usa WY',
44,
1419,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (30) (code 1503) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1741,
'NAD83 to WGS 84 (45)',
'transformation',
4269,
4326,
'EPSG-Usa HI',
45,
1334,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (31) (code 1520) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1742,
'NAD83 to WGS 84 (46)',
'transformation',
4269,
4326,
'EPSG-Usa IN',
46,
1383,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (32) (code 1521) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1743,
'NAD83 to WGS 84 (47)',
'transformation',
4269,
4326,
'EPSG-Usa KS',
47,
1385,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (33) (code 1522) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1744,
'NAD83 to WGS 84 (48)',
'transformation',
4269,
4326,
'EPSG-Usa NV',
48,
1397,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (34) (code 1523) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1745,
'NAD83 to WGS 84 (49)',
'transformation',
4269,
4326,
'EPSG-Usa OH',
49,
1404,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (35) (code 1524) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1746,
'NAD83 to WGS 84 (50)',
'transformation',
4269,
4326,
'EPSG-Usa UT',
50,
1413,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (36) (code 1525) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1747,
'NAD83 to WGS 84 (51)',
'transformation',
4269,
4326,
'EPSG-Usa WV',
51,
1417,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (37) (code 1526) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1748,
'NAD83 to WGS 84 (52)',
'transformation',
4269,
4326,
'EPSG-Usa IL',
52,
1382,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (38) (code 1553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1749,
'NAD83 to WGS 84 (53)',
'transformation',
4269,
4326,
'EPSG-Usa NJ',
53,
1399,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (39) (code 1554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 1750,
'NAD83 to WGS 84 (54)',
'transformation',
4269,
4326,
'EPSG-Usa CA s',
54,
2298,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (4) (code 1477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2004.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1751,
'Amersfoort to ETRS89 (1)',
'transformation',
4289,
4258,
'NCG-Nld 2000',
1,
1275,
'Accuracy 0.5m',
0.5,
9607,
Null,
Null,
'Replaced by Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 1066.',
'http://www.rdnap.nl/ Also Nederlandse Commissie voor Geodesie publication 30; 3rd edition 1997. Also with change of method and parameter units at EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2005.080 2005.180 2005.460 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1752,
'NAD83 to NAD83(CSRS98) (3)',
'transformation',
4269,
4140,
'AB Env-Can AB',
3,
2376,
'?',
Null,
9615,
Null,
Null,
'This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.',
'Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1753,
'CH1903 to WGS 84 (1)',
'transformation',
4149,
4326,
'BfL-CH 1',
1,
1286,
'?',
1,
9607,
Null,
Null,
'Implemented in Bundesamt fuer Landestopographie programme GRANIT. Used from 1987 to 1997. Not recommended for current usage - replaced by CH1903 to WGS 84 (2) (code 1766).',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('2007-03-22'),
'2006.992 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1754,
'Minna to WGS 84 (3)',
'transformation',
4263,
4326,
'SHL-Nga S',
3,
2371,
'Oil exploration.',
5,
9606,
Null,
Null,
'Derived at 8 stations across the Niger delta. Used by Shell SPDC throughout southern Nigeria onshore, delta and shallow offshore from 1994 and by Total in OPL246. Sometimes given with parameter values to greater resolution; values here are adequate.',
'Shell Petroleum Development Company',
'OGP',
TO_DATE('2008-11-07'),
'2001.380 2002.290 2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1755,
'Bogota 1975 (Bogota) to Bogota 1975 (1)',
'transformation',
4802,
4218,
'IGAC-Col',
1,
3229,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2001.390 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1756,
'Lisbon (Lisbon) to Lisbon (1)',
'transformation',
4803,
4207,
'IGC-Prt',
1,
1294,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2003.234 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1757,
'MGI (Ferro) to MGI (1)',
'transformation',
4805,
4312,
'BEV-Aut balk',
1,
1321,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2007-08-27'),
'2001.390 2002.570 2006.890 2007.072 2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1758,
'Padang (Jakarta) to Padang (1)',
'transformation',
4808,
4280,
'EPSG-Idn Sumatra',
1,
1355,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1759,
'Batavia (Jakarta) to Batavia (1)',
'transformation',
4813,
4211,
'EPSG-Idn Java',
1,
1285,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1760,
'RT38 (Stockholm) to RT38 (1)',
'transformation',
4814,
4308,
'NLS-Swe',
1,
3313,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2001.390 2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1761,
'Greek (Athens) to Greek (1)',
'transformation',
4815,
4120,
'NTU-Grc',
1,
1106,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'Topography Department; National Technical University of Athens.',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1762,
'NGO 1948 (Oslo) to NGO1948 (1)',
'transformation',
4817,
4273,
'NGO-Nor',
1,
1352,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1763,
'NTF (Paris) to NTF (1)',
'transformation',
4807,
4275,
'IGN-Fra',
1,
3694,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2001.390 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1764,
'NTF (Paris) to NTF (2)',
'transformation',
4807,
4275,
'RGS',
2,
3694,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'OGP prefers value from IGN Paris (code 1763).',
'Royal Geographic Society; London',
'OGP',
TO_DATE('2010-03-30'),
'2001.390 2002.740 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1765,
'Bern 1898 (Bern) to CH1903 (1)',
'transformation',
4801,
4149,
'BfL-CH',
1,
1286,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2001.390 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1766,
'CH1903 to WGS 84 (2)',
'transformation',
4149,
4326,
'BfL-CH 2',
2,
1286,
'Accuracy 1.5 metres.',
1.5,
9603,
Null,
Null,
'These parameters are derive from CH1903+ to ETRS89 (code 1647) and are used at lesser precision from CH1903 to WGS 84 as an approximation which is within the accuracy of the distortions in the CH1903 network. Replaces CH1903 to WGS 84 (1) (code 1753).',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('2007-03-22'),
'2001.390 2006.992 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1767,
'REGVEN to SIRGAS (1)',
'transformation',
4189,
4170,
'CN-Ven',
1,
1251,
'Accuracy 2 centimetres.',
0.02,
9603,
Null,
Null,
'',
'Instituto Geografia de Venezuela Simon Bolivar',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1768,
'REGVEN to WGS 84 (1)',
'transformation',
4189,
4326,
'EPSG-Ven',
1,
1251,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1769,
'PSAD56 to REGVEN (1)',
'transformation',
4248,
4189,
'IGSB-Ven',
1,
1251,
'?',
15,
9636,
Null,
Null,
'May be taken as transformation to WGS 84 - see PSAD56 to WGS 84 (13) (code 1095).',
'Instituto Geografia de Venezuela Simon Bolivar',
'OGP',
TO_DATE('2006-12-29'),
'2006.993',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1770,
'PSAD56 to WGS84 (1)',
'transformation',
4248,
4326,
'EPSG-Ven',
1,
1251,
'Approximation at the +/- 1m level.',
Null,
9636,
Null,
Null,
'Parameter vales are from PSAD56 to REGVEN (1) (code 1769) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1771,
'La Canoa to REGVEN (1)',
'transformation',
4247,
4189,
'IGSB-Ven',
1,
3327,
'?',
15,
9636,
Null,
Null,
'May be used as transformation to WGS 84 - see La Canoa to WGS 84 (2) (code 1096)',
'Instituto Geografia de Venezuela Simon Bolivar',
'OGP',
TO_DATE('2010-03-30'),
'2006.993 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1772,
'La Canoa to WGS84 (1)',
'transformation',
4247,
4326,
'EPSG-Ven',
1,
1251,
'Approximation at the +/- 1m level.',
Null,
9636,
Null,
Null,
'Parameter values are from La Canoa to REGVEN (1) (code 1771) assuming that REGVEN is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1773,
'POSGAR 98 to WGS 84 (1)',
'transformation',
4190,
4326,
'EPSG-Arg',
1,
1033,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1774,
'POSGAR 98 to SIRGAS (1)',
'transformation',
4190,
4170,
'IGM-Arg',
1,
1033,
'POSGAR 98 is a densification of SIRGAS.',
0,
9603,
Null,
Null,
'',
'ISBN 85-240-0647-1. Sistema de Referencia Geocentrico para a America do Sul: Relatorio Final. IBGE Rio de Janeiro 1997.',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1775,
'Pulkovo 1942(83) to ETRS89 (2)',
'transformation',
4178,
4258,
'IfAG-Deu E 0.1m',
2,
1343,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 35 points of the German GPS Network DREF. From 2001 replaces Pulkovo 1942(83) to ETRS89 (1) (code 1674) within Mecklenburg-Vorpommern and Sachsen-Anhalt. From 2009 replaces tfm 1674 in all other states of former East Germany.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-06-02'),
'2005.180 2006.410 2007.043 2009.014',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1776,
'DHDN to ETRS89 (2)',
'transformation',
4314,
4258,
'IfAG-Deu W 3m',
2,
2326,
'For applications with an accuracy at 3 m level',
3,
9606,
Null,
Null,
'Mean of 109 stations. Replaces DHDN to ETRS89 (1) (tfm code 1309). May be taken as approximate transformation DHDN to WGS 84 - see code 1777.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2005.180 2006.691 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1777,
'DHDN to WGS 84 (2)',
'transformation',
4314,
4326,
'EPSG-Deu W 3m',
2,
2326,
'For applications with an accuracy at 3 m level',
3,
9606,
Null,
Null,
'Parameter values from DHDN to ETRS89 (2) (code 1776) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces DHDN to WGS 84 (1) (tfm code 1673).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2006.691 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1778,
'DHDN to ETRS89 (3)',
'transformation',
4314,
4258,
'IfAG-Deu W-S',
3,
2543,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived in 2001 at 41 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-06-02'),
'2005.180 2009.014',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1779,
'DHDN to ETRS89 (4)',
'transformation',
4314,
4258,
'IfAG-Deu W-cen',
4,
2542,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 27 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1780,
'DHDN to ETRS89 (5)',
'transformation',
4314,
4258,
'IfAG-Deu W-N',
5,
2541,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 21 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1781,
'DHDN to ETRS89 (6)',
'transformation',
4314,
4258,
'IfAG-Deu Thur',
6,
2544,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 10 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1782,
'DHDN to ETRS89 (7)',
'transformation',
4314,
4258,
'IfAG-Deu Sach',
7,
2545,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 35 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1783,
'ED50 to ETRS89 (9)',
'transformation',
4230,
4258,
'HGK-Tur',
9,
1237,
'For applications to an accuracy of 2 metres.',
2,
9606,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 1784.',
'General Command of Mapping via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1784,
'ED50 to WGS 84 (30)',
'transformation',
4230,
4326,
'EPSG-Tur',
30,
1237,
'For applications to an accuracy of 2 metres.',
2,
9606,
Null,
Null,
'Parameter values from ED50 to ETRS89 (9) (code 1783). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1785,
'MGI to ETRS89 (3)',
'transformation',
4312,
4258,
'GURS-Svn',
3,
1212,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation MGI to WGS 84 - see code 1786.',
'Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'2005.180 2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1786,
'MGI to WGS 84 (5)',
'transformation',
4312,
4326,
'EPSG-Svn',
5,
1212,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from MGI to ETRS89 (3) (code 1785). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1787,
'RT90 to ETRS89 (2)',
'transformation',
4124,
4258,
'NLS-Swe 2001',
2,
1225,
'Accuracy 0.1m.',
Null,
9607,
Null,
Null,
'Derived at 165 points. Supersedes RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1787.',
'National Land Survey of Sweden (http://www.lm.se/geodesi/refsys/eng/refsys-eng.htm) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1788,
'RT90 to WGS 84 (2)',
'transformation',
4124,
4326,
'EPSG-Swe 2001',
2,
1225,
'Approximation at the +/- 1m level.',
Null,
9607,
Null,
Null,
'Parameter values from RT90 to ETRS89 (1) (code 1787) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes RT90 to WGS 84 (1) (code 1680).',
'OGP',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1789,
'Dealui Piscului 1933 to WGS 84 (1)',
'transformation',
4316,
4326,
'NAMR-Rom',
1,
1197,
'?',
Null,
9603,
Null,
Null,
'Parameter values taken from Pulkovo 1942 to WGS 84 (9) (code 1293) assuming that',
'Petromar and NAMR',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1790,
'Lisbon to ETRS89 (2)',
'transformation',
4207,
4258,
'ICC-Prt 2001',
2,
1294,
'For applications to an accuracy of 2 metres.',
Null,
9606,
Null,
Null,
'Derived in 2001. Supersedes Lisbon to ETRS89 (1) (code 1655).',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'2002.720 2003.234',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1791,
'Lisbon to WGS 84 (2)',
'transformation',
4207,
4258,
'EPSG-Prt 2001',
2,
1294,
'For applications to an accuracy of 2 metres.',
Null,
9606,
Null,
Null,
'Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1792,
'Datum 73 to ETRS89 (2)',
'transformation',
4274,
4258,
'ICC-Prt 2001',
2,
1294,
'For applications to an accuracy of 1 metre.',
Null,
9606,
Null,
Null,
'Derived in 2001. Supersedes Datum 73 to ETRS89 (1) (code 1657).',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2003-08-14'),
'2002.720 2003.233',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1793,
'Datum 73 to WGS 84 (2)',
'transformation',
4274,
4258,
'EPSG-Prt 2001',
2,
1294,
'For applications to an accuracy of 1 metre.',
Null,
9606,
Null,
Null,
'Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1794,
'MGI to WGS 84 (6)',
'transformation',
4312,
4326,
'JPet-Yug',
6,
3536,
'Oil industry',
999,
9603,
Null,
Null,
'For more accurate transformation see MGI to WGS 84 (7) (code 1795).',
'Jugopetrol',
'OGP',
TO_DATE('2002-01-18'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1795,
'MGI to WGS 84 (7)',
'transformation',
4312,
4326,
'JPET-Yug MB',
7,
3536,
'Oil industry',
999,
9636,
Null,
Null,
'',
'Jugopetrol',
'OGP',
TO_DATE('2002-01-18'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1796,
'Manoca 1962 to WGS 84 (1)',
'transformation',
4193,
4326,
'ELF94-Cmr',
1,
2555,
'Oil industry',
0.5,
9603,
Null,
Null,
'Derived at two points, checked at a third by Stolt Comex Seaway and Geoid for Elf.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1797,
'Qornoq 1927 to WGS 84 (1)',
'transformation',
4194,
4326,
'DMA-Grl S',
1,
3362,
'For military purposes. Accuracy 25m, 25m and 32m in X, Y and Z axes.',
48,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1798,
'Qornoq 1927 to WGS 84 (2)',
'transformation',
4194,
4326,
'KMS-Grl',
2,
3362,
'Topographic mapping.',
1,
9606,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'2006.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1799,
'Scoresbysund 1952 to WGS 84 (1)',
'transformation',
4195,
4326,
'KMS-Grl Scosd',
1,
2570,
'Topographic mapping.',
1,
9606,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1800,
'Ammassalik 1958 to WGS 84 (1)',
'transformation',
4196,
4326,
'KMS-Grl Ammlk',
1,
2571,
'Topographic mapping.',
1,
9606,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1801,
'Pointe Noire to WGS 84 (2)',
'transformation',
4282,
4326,
'CGG94-Cog',
2,
2574,
'?',
4,
9603,
Null,
Null,
'Derived in 1994 by CGG/Topnav using DORIS system on various stations along the coastline.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1802,
'Pointe Noire to WGS 84 (3)',
'transformation',
4282,
4326,
'ELF95-Cog',
3,
2574,
'Used by Elf since May 1995 for all offshore Congo operations.',
0.15,
9606,
Null,
Null,
'Derived by Geoid for Elf in May 1995 using GPS and IGS data by tying 4 geodetic points to ITRF93 epoch 1995.4.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1803,
'AGD66 to GDA94 (11)',
'transformation',
4202,
4283,
'ICSM-Aus 0.1m',
11,
2575,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaces AGD66 to GDA94 variants 6, 7 and 10 (codes 1506 1507 1596). Input expects longitudes to be positive west; EPSG GeogCRS AGD66 (code 4202) and GDA94 (code 4283) both have longitudes positive east. May be used as tfm to WGS 84 - see code 15786.',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2006-01-02'),
'2005.860 2006.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1804,
'AGD84 to GDA94 (5)',
'transformation',
4203,
4283,
'Auslig-Aus 0.1m',
5,
2576,
'0.1m accuracy.',
0.1,
9615,
Null,
Null,
'Replaces AGD84 to GDA94 (4) (code 1593) which itself replaced variant 3 (code 1559). Input expects longitudes to be + west; EPSG GeogCRS AGD84 (code 4203) and GDA94 (code 4283) both have longitudes positive east. May be used as tfm to WGS 84 - see 15785',
'GDA Technical Manual. http://www.icsm.gov.au/gda',
'OGP',
TO_DATE('2007-03-22'),
'2004.182 2006.010 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1805,
'Garoua to WGS 72BE (1)',
'transformation',
4197,
4324,
'ELF-Cmr',
1,
2590,
'Oil industry exploration.',
5,
9603,
Null,
Null,
'Derived in 1981 by Decca Survey France for Elf Serepca.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1806,
'Kousseri to WGS 72BE (1)',
'transformation',
4198,
4324,
'ELF-Cmr',
1,
2591,
'Oil industry expoloration.',
5,
9603,
Null,
Null,
'Derived in 1981 by Decca Survey France for Elf Serepca.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1807,
'Pulkovo 1942 to WGS 84 (13)',
'transformation',
4284,
4326,
'BP-Aze Aioc95',
13,
1038,
'Oil industry operations by AIOC prior to 1997.',
10,
9606,
Null,
Null,
'Derived via WGS72 values taken from SOCAR Magnavox 1502 manual. Used by AIOC 1995-1997 then replaced by the AIOC97 values (tfm code 1808). Do not confuse with AIOC95 vertical datum as used in southern Caspian Sea and at Sangachal terminal by AIOC.',
'BP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1808,
'Pulkovo 1942 to WGS 84 (14)',
'transformation',
4284,
4326,
'BP-Aze Aioc97',
14,
2593,
'Oil industry operations.',
5,
9606,
Null,
Null,
'Mean of 3 stations in western Georgia, 4 stations in eastern Georgia and 4 stations in eastern Azerbaijan. Derived for use on AIOC early oil western export pipeline, but adopted for all AIOC work replacing the 1995 AIOC transformation (code 1807).',
'BP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1809,
'Pulkovo 1942 to WGS 84 (15)',
'transformation',
4284,
4326,
'TFE-Aze97',
15,
2594,
'Oil industry operations.',
2,
9606,
Null,
Null,
'Parameter values calculated by Elf Exploration and Production based on geodetic survey carried out by Azerbaijan State Committee for Geodesy and Cartography.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1810,
'ED50 to WGS 84 (31)',
'transformation',
4230,
4326,
'wgc72-Egy',
31,
2595,
'Oil industry exploration and production operations.',
15,
9606,
Null,
Null,
'Derived via concatenation through WGS72. The ED50 to WGS72 step is the Sepplin 1974 value for all Europe.',
'Western Geophysical',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1811,
'PSAD56 to WGS 84 (12)',
'transformation',
4248,
4326,
'PB-Braz N',
12,
1754,
'Oil industry exploration.',
10,
9603,
Null,
Null,
'Used by Petrobras for shelf operations.',
'Petrobras',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1812,
'Indian 1975 to WGS 84 (4)',
'transformation',
4240,
4326,
'Auslig-Tha',
4,
1231,
'Cadastral survey.',
3,
9606,
Null,
Null,
'',
'Auslig via GPS World.',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1813,
'Batavia to WGS 84 (2)',
'transformation',
4211,
4326,
'ARCO-Idn ONWJ',
2,
2577,
'Oil industry operations.',
5,
9603,
Null,
Null,
'Used by ARCO offshore NW Java area.',
'Arco geodetic database',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1814,
'Batavia to WGS 84 (3)',
'transformation',
4211,
4326,
'KOM-Idn EJGP',
3,
2588,
'Oil industry operations.',
5,
9603,
Null,
Null,
'Used by PT Komaritim for Nippon Steel during East Java Gas Pipeline construction.',
'PT Komaritim report S808/91.',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1815,
'Nord Sahara 1959 to WGS 84 (4)',
'transformation',
4307,
4326,
'BP-Alg D3',
4,
2598,
'Oil industry operations.',
5,
9606,
Null,
Null,
'Used by BP in District 3 and In Salah Gas.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1816,
'Nord Sahara 1959 to WGS 84 (5)',
'transformation',
4307,
4326,
'BPA-Alg InAm',
5,
2599,
'Oil industry operations.',
100,
9603,
Null,
Null,
'Derived at astro station central to concession. Significant and varying differences (>100m) at 4 neighbouring astro stations.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1817,
'Nord Sahara 1959 to WGS 84 (6)',
'transformation',
4307,
4326,
'ARCO-Alg HBR',
6,
2600,
'Oil industry operations.',
100,
9603,
Null,
Null,
'Derived at astro station Guerrara.',
'Arco geodetic database',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1818,
'Minna to WGS 84 (4)',
'transformation',
4263,
4326,
'RSL-Nga',
4,
1717,
'Oil industry operations.',
12,
9606,
Null,
Null,
'Concatenated via WGS 72BE.',
'Racal Survey Nigeria',
'OGP',
TO_DATE('2008-11-07'),
'2004.160 2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1819,
'Minna to WGS 84 (5)',
'transformation',
4263,
4326,
'SPD-Nga S',
5,
2371,
'Oil industry operations.',
Null,
9606,
Null,
Null,
'Used by Shell in southern Nigeria and Total in OPL246.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1820,
'Minna to WGS 84 (6)',
'transformation',
4263,
4326,
'CON89-Nga',
6,
1717,
'Oil industry operations.',
12,
9603,
Null,
Null,
'Derived by Nortech at station L40 Minna using NNPC 1989 GPS network tied to 4 ADOS stations. Used by Conoco in OPLs 219-220 to cm precision and ExxonMobil in OPL 209 to dm precision..',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-16'),
'2002.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1821,
'Minna to WGS 84 (7)',
'transformation',
4263,
4326,
'ELF94-Nga',
7,
1717,
'Oil industry operations.',
6,
9603,
Null,
Null,
'Derived by Elf Petroleum Nigeria in 1994 at 3 stations (M101 onshore, offshore platforms XSW06 and XSV39) and used in OMLs 99-102 and OPLs 222-223.',
'TotalFinaElf',
'OGP',
TO_DATE('2008-11-07'),
'2002.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1822,
'Minna to WGS 84 (8)',
'transformation',
4263,
4326,
'SHL-Nga OPL W',
8,
1717,
'Oil industry exploration and production.',
10,
9603,
Null,
Null,
'Used by Shell SNEPCO for OPLs 209-213 and 316. Derived during 1990 Niger Delta control survey at 4 stations (XSU27, 30 31 and 35).',
'Shell Nigeria Exploration and Production Company',
'OGP',
TO_DATE('2002-03-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1823,
'Minna to WGS 84 (9)',
'transformation',
4263,
4326,
'SHL-Nga OPL S',
9,
1717,
'Oil industry exploration and production.',
8,
9603,
Null,
Null,
'Used by Shell SNEPCO for OPLs 217-223. Derived during 1990 Niger Delta control survey at 4 stations (XSU38, 41, 44 and 45).',
'Shell Nigeria Exploration and Production Company',
'OGP',
TO_DATE('2008-11-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1824,
'Minna to WGS 84 (10)',
'transformation',
4263,
4326,
'SHL-Nga Gongola',
10,
2371,
'Oil industry exploration and production.',
25,
9603,
Null,
Null,
'Used by Shell SNEPCO for Gongola basin.',
'Shell International Exploration and Production',
'OGP',
TO_DATE('2002-03-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1825,
'Hong Kong 1980 to WGS 84 (1)',
'transformation',
4611,
4326,
'LSD-HKG 2002',
1,
1118,
'Accuracy to 1m level.',
1,
9606,
Null,
Null,
'Published 1st March 2002.',
'Geodetic Survey Section, Survey and Mapping Office, Lands Department, Hong Kong. http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1826,
'JGD2000 to WGS 84 (1)',
'transformation',
4612,
4326,
'EPSG-Jpn',
1,
1129,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1827,
'Tokyo + JSLD to WGS 84 (6)',
'transformation',
7414,
4326,
'GSI-Jpn 452141',
6,
2425,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2004-05-09'),
'2004.380',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1828,
'Yoff to WGS 72 (1)',
'transformation',
4310,
4322,
'DMA-SEN',
1,
1207,
'Military survey.',
25,
9603,
Null,
Null,
'',
'DMA',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1829,
'HD72 to ETRS89 (1)',
'transformation',
4237,
4258,
'FOMI-Hun',
1,
1119,
'Accuracy at decimetre level throughout Hungary.',
0.5,
9607,
Null,
Null,
'Derived at 5 stations. OGP recommends corrected Hungarian standard MSZ 7222 (tfm code 1449) be used in preference to this transformation. May be taken as approximate transformation HD72 to WGS 84 - see code 1830.',
'Institute of Geodetic Survey and Remote Sensing (FOMI) reflected at http://lazarus.elte.hu/gb/geodez/geod5.htm',
'OGP',
TO_DATE('2008-08-02'),
'2008.047',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1830,
'HD72 to WGS 84 (1)',
'transformation',
4237,
4326,
'EPSG-Hun',
1,
1119,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
1,
9607,
Null,
Null,
'Parameter values taken from HD72 to ETRS89 (1) (code 1829) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. OGP recommends use of newer MSZ 7222 equivalent (tfm code 1448) in preference to this transformation.',
'OGP',
'OGP',
TO_DATE('2008-08-02'),
'2008.047',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1831,
'HD72 to WGS 84 (2)',
'transformation',
4237,
4326,
'ELTE-Hun',
2,
1119,
'Accuracy better than 1m in all three dimensions throughout Hungary.',
1,
9603,
Null,
Null,
'Derived at fundamental point Szolohegy and tested at 99 stations throughout Hungary. OGP recommends use of newer transformation (tfm code 1242) in preference to this transformation.',
'Timar, Molnar and Pasztor; Eotvos University, in Geodezia es Kartografia 54(1) pp11-16. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'2008.047',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1832,
'ID74 to WGS 84 (2)',
'transformation',
4238,
4326,
'Rac91-Idn',
2,
1122,
'For oil industry purposes.',
25,
9606,
Null,
Null,
'Derived via coordinates of 2 Pulse8 stations. Use of ID74 to WGS 84 (3) (code 1833) is recommended.',
'Racal Survey',
'OGP',
TO_DATE('2006-08-25'),
'2006.810',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1833,
'ID74 to WGS 84 (3)',
'transformation',
4238,
4326,
'Bak-Idn',
3,
1122,
'Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.',
3,
9607,
Null,
Null,
'Parameter values from ID74 to DGN95 (1) (code 15911) assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'2006.810',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1834,
'Segara to WGS 84 (1)',
'transformation',
4294,
4326,
'NIMA-Idn Kal',
1,
2354,
'For military purposes.',
Null,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://164.214.2.59/geospatial/products/GandG/tr83502b/toc.html',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1835,
'Segara to WGS 84 (2)',
'transformation',
4294,
4326,
'Shl-Idn Kal E',
2,
1360,
'Oil exploration.',
Null,
9603,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1836,
'Segara to WGS 84 (3)',
'transformation',
4294,
4326,
'Shl-Idn Kal NE',
3,
2770,
'Oil exploration.',
Null,
9603,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1837,
'Makassar to WGS 84 (1)',
'transformation',
4257,
4326,
'Shl-Idn Sul SW',
1,
1316,
'Oil exploration.',
999,
9603,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1838,
'Segara to WGS 84 (4)',
'transformation',
4613,
4326,
'TOT-Idn Mah',
4,
1328,
'Oil exploration.',
1,
9603,
Null,
Null,
'Datum shift derived through ITRF93.',
'Total Indonesia.',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1839,
'Beduaram to WGS 72BE (1)',
'transformation',
4213,
4324,
'ELF-Ner SE',
1,
2771,
'Oil exploration. Accuracy estimated at 15m.',
15,
9603,
Null,
Null,
'Derived by Elf in 1986.',
'TotalFinaElf',
'OGP',
TO_DATE('2006-02-10'),
'2006.170',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1840,
'QND95 to WGS 84 (1)',
'transformation',
4614,
4326,
'CGIS-Qat',
1,
1346,
'Parameter values are defined and therefore exact.',
0,
9606,
Null,
Null,
'Transformation defines QND95. May be approximated to 1m throughout Qatar by geocentric translation transformation with dX=-127.78098m, dY=-283.37477m, dZ=+21.24081m.',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1841,
'ATS77 to NAD83(CSRS) (1)',
'transformation',
4122,
4617,
'GIC-Can NB',
1,
1447,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Introduced in 1999. Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1688.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1842,
'NAD83(CSRS) to WGS 84 (1)',
'transformation',
4617,
4326,
'EPSG-Can',
1,
1061,
'Approximation at the +/- 1m level assuming that NAD83(CSRS) is equivalent to WGS 84.',
1,
9603,
Null,
Null,
'For many purposes NAD83(CSRS) can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2007-05-29'),
'2007.026',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1843,
'NAD83 to NAD83(CSRS) (1)',
'transformation',
4269,
4617,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1696.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1844,
'NAD27 to NAD83(CSRS) (1)',
'transformation',
4267,
4617,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27 (code 4267) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1692.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1845,
'NAD27(CGQ77) to NAD83(CSRS) (1)',
'transformation',
4609,
4617,
'SGQ-Can QC',
1,
1368,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Uses NT method which expects longitudes positive west; EPSG GeogCRSs NAD27(CGQ77) (code 4609) and NAD83(CSRS) (code 4617) have longitudes positive east. Can be taken as an approximate transformation NAD27(CGQ77) to WGS 84 - see code 1691.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1846,
'ATS77 to NAD83(CSRS) (2)',
'transformation',
4122,
4617,
'PEI DOT-Can PEI',
2,
1533,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1689.',
'PEI Department of Transportation \& Public Works',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1847,
'NAD27 to NAD83(CSRS) (2)',
'transformation',
4267,
4617,
'SK PMC-Can SK',
2,
2375,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Can be taken as an approximate transformation NAD27 to WGS 84 - see code 1703.',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1848,
'NAD83 to NAD83(CSRS) (2)',
'transformation',
4269,
4617,
'SK PMC-Can SK',
2,
2375,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1697.',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1849,
'NAD83 to NAD83(CSRS) (3)',
'transformation',
4269,
4617,
'AB Env-Can AB',
3,
2376,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'This gridded difference file AB_CSRS.DAC will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only. Can be taken as an approximate transformation NAD83 to WGS 84 - see code 1702.',
'Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www3.gov.ab.ca/env/land/dos/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1850,
'ATS77 to NAD83(CSRS) (3)',
'transformation',
4122,
4617,
'NSGC-Can NS',
3,
2313,
'Accuracy 1-2 metres.',
1.5,
9615,
Null,
Null,
'Can be taken as an approximate transformation ATS77 to WGS 84 - see code 1851.',
'Nova Scotia Geomatics Centre - Contact aflemmin@linux1.nsgc.gov.ns.ca or telephone 902-667-6409',
'OGP',
TO_DATE('2002-11-18'),
'2002.830',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1851,
'ATS77 to WGS 84 (3)',
'transformation',
4122,
4326,
'EPSG-Can NS',
2,
2313,
'Approximation at the +/- 1m level.',
1,
9615,
Null,
Null,
'Parameter file is from ATS77 to NAD83(CSRS) (3) (code 1850) assuming that NAD83(CSRS) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1852,
'Timbalai 1948 to WGS 84 (4)',
'transformation',
4298,
4326,
'SSB-Mys E',
4,
2780,
'Oil exploration.',
5,
9606,
Null,
Null,
'Derived by Racal Survey for SSB at 24 coastal stations (including Timbalai fundamental point and 6 other primary triangulation stations) between in Sabah (Kudat southwards) and Sarawak (Sibu northwards).',
'Sarawak Shell Berhad',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1853,
'ED50 to WGS 84 (39)',
'transformation',
4230,
4326,
'Ent-Ire Corrib',
39,
2961,
'Used by Enterprise for Corrib.',
5,
9603,
Null,
Null,
'Derived at a single point in Galway docks.',
'Shell UK.',
'OGP',
TO_DATE('2004-09-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1854,
'FD58 to WGS 84 (2)',
'transformation',
4132,
4326,
'TFE-Irn Lavan',
2,
2782,
'Oil Exploration',
0.5,
9603,
Null,
Null,
'Derived by Geoid for Elf in 1999. EGM96 geoid used.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1855,
'FD58 to WGS 84 (3)',
'transformation',
4132,
4326,
'TFE-Irn Kharg',
3,
2781,
'Oil Exploration',
0.5,
9603,
Null,
Null,
'Derived by Geoid for Elf in 1999. EGM96 geoid used.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1856,
'ED50(ED77) to WGS 84 (3)',
'transformation',
4154,
4326,
'TFE-Irn SPars',
3,
2783,
'Petroleum Exploration and Production.',
0.5,
9603,
Null,
Null,
'Derived in Kangan district by Geoid for Total in 1998. Used for South Pars phases 2 and 3.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1857,
'ED50(ED77) to WGS 84 (4)',
'transformation',
4154,
4326,
'TFE-Irn Lavan',
4,
2782,
'Petroleum Exploration and Production.',
0.5,
9603,
Null,
Null,
'Derived in 1999 on Lavan island by Geoid for Elf.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1858,
'ED50(ED77) to WGS 84 (5)',
'transformation',
4154,
4326,
'TFE-Irn Kharg',
5,
2781,
'Petroleum Exploration and Production.',
0.5,
9603,
Null,
Null,
'Derived by Geoid for Elf in 1999. EGM96 geoid used.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1859,
'ELD79 to WGS 84 (1)',
'transformation',
4159,
4326,
'REP-Lby MZQ',
1,
2785,
'Oil Exploration',
20,
9603,
Null,
Null,
'Used by Repsol in Murzuq field, and PetroCanada and previous licence holders in NC177 and 72 (En Naga field). Reliability of connection to ELD79 questionned.',
'Oil industry sources.',
'OGP',
TO_DATE('2006-09-21'),
'2004.700 2006.570',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1860,
'ELD79 to WGS 84 (2)',
'transformation',
4159,
4326,
'TFE-Lby MZQ',
2,
2785,
'Oil Exploration. 3-dimensional SD at 11 points is 0.5m.',
0.5,
9603,
Null,
Null,
'Derived December 2001 by NAGECO. Connected to ITRF via Remsa 2000 data. Used by TotalFinaElf.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1861,
'ELD79 to WGS 84 (3)',
'transformation',
4159,
4326,
'TFE-Lby MBK94',
3,
2786,
'Oil Exploration',
2,
9603,
Null,
Null,
'Derived by GEOID in 1994 from Transit satellite data. Used by TotalFinaElf.',
'TotalFinaElf',
'OGP',
TO_DATE('2002-07-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1862,
'ELD79 to WGS 84 (4)',
'transformation',
4159,
4326,
'TFE-Lby MBK00',
4,
2786,
'Oil Exploration',
0.5,
9606,
Null,
Null,
'Derived by Geoid in 2000 from ITRF connection by NAGECO for TotalFinaElf. For historic compatibility TFE use the 1994 tfm ELD79 to WGS 84 (3) (code 1861) rather than this transformation.',
'TotalFinaElf',
'OGP',
TO_DATE('2007-01-17'),
'2007.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1863,
'ELD79 to WGS 84 (5)',
'transformation',
4159,
4326,
'GMRA-Lby',
5,
2786,
'Engineering survey and oil exploration',
6,
9607,
Null,
Null,
'Derived for the Great Man-made River Authority (GMRA).',
'Norsk Hydro',
'OGP',
TO_DATE('2005-09-19'),
'2005.510',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1864,
'SAD69 to WGS 84 (1)',
'transformation',
4618,
4326,
'DMA-mean',
1,
1341,
'For military purposes only. Accuracy 15m, 6m and 9m in X, Y and Z axes.',
19,
9603,
Null,
Null,
'Derived at 84 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1865,
'SAD69 to WGS 84 (2)',
'transformation',
4618,
4326,
'DMA-Arg',
2,
1033,
'For military purposes only. Accuracy 5m in each axis.',
9,
9603,
Null,
Null,
'Derived at 10 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1866,
'SAD69 to WGS 84 (3)',
'transformation',
4618,
4326,
'DMA-Bol',
3,
1049,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1867,
'SAD69 to WGS 84 (4)',
'transformation',
4618,
4326,
'DMA-Bra',
4,
1053,
'For military purposes only. Accuracy 3m, 5m and 5m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 22 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1868,
'SAD69 to WGS 84 (5)',
'transformation',
4618,
4326,
'DMA-Chile',
5,
1066,
'For military purposes only. Accuracy 15m, 8m and 11m in X, Y and Z axes.',
21,
9603,
Null,
Null,
'Derived at 9 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1869,
'SAD69 to WGS 84 (6)',
'transformation',
4618,
4326,
'DMA-Col',
6,
1070,
'For military purposes only. Accuracy 6m, 6m and 5m in X, Y and Z axes.',
10,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1870,
'SAD69 to WGS 84 (7)',
'transformation',
4618,
4326,
'DMA-Ecu',
7,
3241,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1871,
'SAD69 to WGS 84 (8)',
'transformation',
4618,
4326,
'DMA-Ecu Gal',
8,
2356,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1872,
'SAD69 to WGS 84 (9)',
'transformation',
4618,
4326,
'DMA-Guy',
9,
1114,
'For military purposes only. Accuracy 9m, 5m and 5m in X, Y and Z axes.',
12,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1873,
'SAD69 to WGS 84 (10)',
'transformation',
4618,
4326,
'DMA-Pgy',
10,
1188,
'For military purposes. Accuracy 15m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1874,
'SAD69 to WGS 84 (11)',
'transformation',
4618,
4326,
'DMA-Peru',
11,
1189,
'For military purposes. Accuracy 5m in each axis.',
9,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1875,
'SAD69 to WGS 84 (12)',
'transformation',
4618,
4326,
'DMA-Tto',
12,
1235,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1876,
'SAD69 to WGS 84 (13)',
'transformation',
4618,
4326,
'DMA-Ven',
13,
1251,
'For military purposes only. Accuracy 3m, 6m and 3m in X, Y and Z axes.',
8,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1877,
'SAD69 to WGS 84 (14)',
'transformation',
4618,
4326,
'IGBE-Bra',
14,
1053,
'Medium and small scale mapping.',
5,
9603,
Null,
Null,
'Derived by Brazilian Institute of Geography and Statistics (IBGE) in 1989. Used by ANP. (Note: for historic reasons associated with one-time web url, tfm version uses initials IGBE, not IBGE).',
'Agencia Nacional do Petroleo (ANP) and IBGE resolution 23/89 of 21st February 1989.',
'OGP',
TO_DATE('2008-11-23'),
'2008.107',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1878,
'SWEREF99 to ETRS89 (1)',
'transformation',
4619,
4258,
'NLS-Swe',
1,
1225,
'Geodetic survey.',
0,
9603,
Null,
Null,
'Can be taken as an approximate transformation SWEREF99 to WGS 84 - see code 1879.',
'National Land Survey',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1879,
'SWEREF99 to WGS 84 (1)',
'transformation',
4619,
4326,
'EPSG-Swe',
1,
1225,
'Geographic Information Systems.',
1,
9603,
Null,
Null,
'Parameter values taken from SWEREF to ETRS89 (1) (code 1878) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1880,
'Point 58 to WGS 84 (1)',
'transformation',
4620,
4326,
'NIMA-Bfa Ner',
1,
2791,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at one point in each of Burkina Faso and Niger.',
'NIMA TR8350.2',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1881,
'Carthage (Paris) to Carthage (1)',
'transformation',
4816,
4223,
'IGN-Fra',
1,
1618,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2006.890 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1882,
'Nord Sahara 1959 (Paris) to Nord Sahara 1959 (1)',
'transformation',
4819,
4307,
'IGN-Fra',
1,
1026,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1883,
'Segara (Jakarta) to Segara (1)',
'transformation',
4820,
4613,
'EPSG-Idn Kal E',
1,
1360,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1884,
'S-JTSK (Ferro) to S-JTSK (1)',
'transformation',
4818,
4156,
'EPSG-Cze',
1,
1306,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1885,
'Azores Oriental 1940 to WGS 84 (1)',
'transformation',
4184,
4326,
'DMA-Prt Az E',
1,
1345,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2005-09-29'),
'2005.200 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1886,
'Azores Central 1948 to WGS 84 (1)',
'transformation',
4183,
4326,
'DMA-Prt Az C',
1,
1301,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2005-09-29'),
'2003.231 2005.200 2005.210 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1887,
'Azores Occidental 1939 to WGS 84 (1)',
'transformation',
4182,
4326,
'DMA-Prt Az W',
1,
1344,
'For military purposes only. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2007-01-04'),
'2005.200 2005.210 2005.460 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1888,
'Porto Santo to WGS 84 (1)',
'transformation',
4615,
4326,
'DMA-Prt Mad',
1,
1314,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2007-01-04'),
'2003.231 2005.200 2005.460 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1889,
'Selvagen Grande to WGS 84 (1)',
'transformation',
4616,
4326,
'DMA-Prt Sel',
1,
2779,
'For military purposes only. Accuracy 25m in each axis.',
Null,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://164.214.2.59/GandG/tr8350_2.html',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1890,
'Australian Antarctic to WGS 84 (1)',
'transformation',
4176,
4326,
'EPSG-Ata Aus',
1,
1278,
'Approximation at the +/- 1m level assuming that Australian Antarctic is equivalent to WGS 84.',
1,
9603,
Null,
Null,
'For many purposes Australian Antarctic can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1891,
'Greek to GGRS87 (1)',
'transformation',
4120,
4121,
'HGS-Grc',
1,
1106,
'Better than 5m throughout Greece.',
5,
9619,
Null,
Null,
'More accurate polynomial transformations between Greek / Hatt projection zones and GGRS87 / Greek Grid are available from the Military Geographic Service.',
'Hellenic Petroleum',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1892,
'Hito XVIII 1963 to WGS 84 (2)',
'transformation',
4254,
4326,
'NIMA-Chl',
2,
2805,
'Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 stations. As the source CRS was used for the border survey this transformation is probably also applicable to adjacent areas of Argentina.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1893,
'Puerto Rico to WGS 84 (3)',
'transformation',
4139,
4326,
'NIMA-Pri',
3,
1335,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1894,
'Gandajika 1970 to WGS 84 (1)',
'transformation',
4233,
4326,
'NIMA-Mdv',
3,
1152,
'For military purposes only. Accuracy 25m in each axis.',
25,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 December 1987.',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1895,
'RT90 to SWEREF99 (1)',
'transformation',
4124,
4619,
'NLS-Swe 2001',
1,
1225,
'Accuracy 0.1m.',
0.1,
9607,
Null,
Null,
'Derived at 165 points in 2001. Also given by EuroGeographics as RT90 to ETRS89 using the Position Vector transformation method. Replaces RT90 to ETRS89 (1) (code 1437). May be taken as approximate transformation RT90 to WGS 84 - see code 1896.',
'National Land Survey of Sweden (http://www.lantmateriet.se/) via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-03-22'),
'2005.180 2005.460 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1896,
'RT90 to WGS 84 (2)',
'transformation',
4124,
4326,
'EPSG-Swe 2001',
2,
1225,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values from RT90 to SWEREF99 (1) (code 1895) assuming that SWEREF99 is equivalent to WGS 84 within the accuracy of the transformation. Replaces RT90 to WGS 84 (1) (code 1680).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1897,
'Segara to WGS 84 (1)',
'transformation',
4613,
4326,
'NIMA-Idn Kal',
1,
1360,
'For military purposes.',
999,
9603,
Null,
Null,
'Accuracy estimate not available.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2005.210 2005.460 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1898,
'Segara to WGS 84 (2)',
'transformation',
4613,
4326,
'Shl-Idn Kal E',
2,
1360,
'Oil exploration.',
5,
9603,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2002-11-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1899,
'Segara to WGS 84 (3)',
'transformation',
4613,
4326,
'Shl-Idn Kal NE',
3,
2770,
'Oil exploration.',
10,
9603,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2002-11-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1900,
'NAD83(HARN) to WGS 84 (2)',
'transformation',
4152,
4326,
'NGS-Usa ITRF94',
2,
1323,
'Historical record only - superseded - see remarks.',
0.1,
9607,
Null,
Null,
'Strictly between NAD83(HARN) and ITRF94(1996.0). Replaced by NAD83(HARN) to WGS 84 (3) (code 1901).',
'US National Geodetic Survey http://www.ngs.noaa.gov/CORS/Derivation.html',
'OGP',
TO_DATE('2007-03-22'),
'2005.130 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1901,
'NAD83(HARN) to WGS 84 (3)',
'transformation',
4152,
4326,
'NGS-Usa ITRF96',
3,
1323,
'Geodesy. Accuracy with respect to CORS at stations adjusted to HARN network is better than 0.05-0.07m. For locations outside a HARN network (i.e. NAD83), accuracy may be only 1m but will usually be better than 0.5m.',
0.1,
9607,
Null,
Null,
'Jointly derived by US NGS and Geodetic Survey of Canada as transformation to target CRS of ITRF96(1997.0) - see also tfm code 1946. In USA only replaces NAD83 to WGS 84 (2) (code 1900).',
'http://www.ngs.noaa.gov/CORS/Derivation.html',
'OGP',
TO_DATE('2007-03-22'),
'2005.130 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1902,
'Manoca 1962 to WGS 72BE (1)',
'transformation',
4193,
4324,
'GOC-Cmr',
1,
2555,
'Oil exploration',
5,
9603,
Null,
Null,
'Derived at 6 stations using Transit in 1977.',
'Gulf Oil Company of Cameroon and Elf Cameroun (SEREPCA).',
'OGP',
TO_DATE('2006-02-02'),
'2005.821',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1903,
'Fort Marigot to WGS 84 (1)',
'transformation',
4621,
4326,
'IGN-Glp',
1,
2828,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1904,
'Guadeloupe 1948 to WGS 84 (1)',
'transformation',
4622,
4326,
'IGN-Glp 10m',
1,
2829,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2004-10-14'),
'2004.561',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1905,
'Guadeloupe 1948 to WGS 84 (2)',
'transformation',
4622,
4326,
'IGN-Glp 1m',
2,
2829,
'Accuracy +/- 0.1 metre.',
0.1,
9606,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2004-10-14'),
'2004.561',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1906,
'CSG67 to WGS 84 (1)',
'transformation',
4623,
4326,
'IGN-Guf',
1,
3105,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2005-04-24'),
'2004.562',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1907,
'RGFG95 to WGS 84 (1)',
'transformation',
4624,
4326,
'IGN-Guf',
1,
1097,
'Accuracy +/- 2 metres.',
2,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'2010.004',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1908,
'CSG67 to RGFG95 (1)',
'transformation',
4623,
4624,
'IGN-Guf',
1,
3105,
'Accuracy better than +/- 0.1 metre in the coastal area, better than +/- 1 metre in the interior.',
1,
9606,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2005-04-24'),
'2004.562',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1909,
'Martinique 1938 to WGS 84 (1)',
'transformation',
4625,
4326,
'IGN-Mtq 10m',
1,
3276,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2004.561 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1910,
'Martinique 1938 to WGS 84 (2)',
'transformation',
4625,
4326,
'IGN-Mtq 1m',
2,
3276,
'Accuracy +/- 0.1 metre.',
0.1,
9606,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2004.561 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1911,
'Reunion 1947 to WGS 84 (1)',
'transformation',
4626,
4326,
'IGN-Reu 30m',
1,
1196,
'Accuracy +/- 30 metres.',
30,
9603,
Null,
Null,
'Derived at 1 station.',
'IGN Paris.',
'OGP',
TO_DATE('2004-10-14'),
'2004.561',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1912,
'RGR92 to WGS 84 (1)',
'transformation',
4627,
4326,
'IGN-Reu',
1,
1196,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1913,
'Tahaa 54 to WGS 84 (1)',
'transformation',
4629,
4326,
'IGN-Pyf Tahaa',
1,
2812,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1914,
'IGN72 Nuku Hiva to WGS 84 (1)',
'transformation',
4630,
4326,
'IGN-Pyf',
1,
3129,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2005-08-12'),
'2005.380',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1915,
'K0 1949 to WGS 84 (1)',
'transformation',
4631,
4326,
'IGN-Atf Kerg',
1,
2816,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1916,
'Combani 1950 to WGS 84 (1)',
'transformation',
4632,
4326,
'IGN-Myt',
1,
1159,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1917,
'IGN56 Lifou to WGS 84 (1)',
'transformation',
4633,
4326,
'IGN-Ncl',
1,
2814,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'Withdrawn by information source and replaced by improved information from local authority - see tfm code 15902.',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1918,
'IGN72 Grand Terre to WGS 84 (1)',
'transformation',
4634,
4326,
'IGN-Ncl',
1,
1174,
'Accuracy +/- 10 metres.',
Null,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1919,
'ST87 Ouvea to WGS 84 (1)',
'transformation',
4635,
4326,
'BGN-Ncl',
1,
2813,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2003-08-14'),
'2003.241',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1920,
'RGNC 1991 to WGS 84 (1)',
'transformation',
4645,
4326,
'IGN-Ncl',
1,
1174,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1921,
'Petrels 1972 to WGS 84 (1)',
'transformation',
4636,
4326,
'IGN-Ata Adel',
1,
2817,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1922,
'Perroud 1950 to WGS 84 (1)',
'transformation',
4637,
4326,
'IGN-Ata Adel',
1,
2818,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1923,
'Saint Pierre et Miquelon 1950 to WGS 84 (1)',
'transformation',
4638,
4326,
'IGN-Spm',
1,
1220,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2006-02-03'),
'2006.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1924,
'Tahiti 52 to WGS 84 (1)',
'transformation',
4628,
4326,
'IGN-Pyf',
1,
2811,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1925,
'MOP78 to WGS 84 (1)',
'transformation',
4639,
4326,
'IGN-Wlf Wallis',
1,
2815,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1926,
'Reunion 1947 to RGR92 (1)',
'transformation',
4626,
4627,
'IGN-Reu 0.1m',
1,
3337,
'Accuracy better than +/- 0.1 metre. Not reversible - see remarks.',
0.1,
9606,
Null,
Null,
'Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use RGR92 to Reunion 1947 [alias Piton des Neiges] (1) (code 1964).',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2003.250 2004.500 2004.561 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1927,
'IGN56 Lifou to WGS 84 (2)',
'transformation',
4633,
4326,
'BGN-Ncl',
2,
2814,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'Withdrawn by information source and replaced by improved information - see tfm code 15902.',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1928,
'IGN53 Mare to WGS 84 (1)',
'transformation',
4641,
4326,
'BGN-Ncl',
1,
2819,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'Withdrawn by information source and replaced by improved information - see tfm code 15901.',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1929,
'IGN72 Grand Terre to WGS 84 (2)',
'transformation',
4634,
4326,
'BGN-Ncl',
2,
2822,
'Accuracy better than +/- 1 metre.',
Null,
9606,
Null,
Null,
'',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1930,
'ST84 Ile des Pins to WGS 84 (1)',
'transformation',
4642,
4326,
'BGN-Ncl',
1,
2820,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1931,
'ST71 Belep to WGS 84 (1)',
'transformation',
4643,
4326,
'BGN-Ncl',
1,
2821,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1932,
'NEA74 Noumea to WGS 84 (1)',
'transformation',
4644,
4326,
'BGN-Ncl',
1,
2823,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1933,
'RGR92 to Piton des Nieges (1)',
'transformation',
4627,
4626,
'IGN-Reu 0.1m',
1,
1196,
'Accuracy better than +/- 0.1 metre. Not reversible - see remarks.',
Null,
9606,
Null,
Null,
'Note: Because of the large rotation about the Y-axis this transformation is not reversible. For the reverse transformation see Piton des Nieges to RGR92 (1) (code 1926).',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1934,
'RRAF 1991 to WGS 84 (1)',
'transformation',
4640,
4326,
'IGN-FrAnt',
1,
2824,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'RRAF 1991 was defined to be WGS84 at a single point in Martinique during the 1988 Tango mission.',
'OGP',
'OGP',
TO_DATE('2002-11-29'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1935,
'ITRF97 to ITRF2000 (1)',
'transformation',
4918,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS). ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1936,
'ITRF96 to ITRF2000 (1)',
'transformation',
4917,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1937,
'ITRF94 to ITRF2000 (1)',
'transformation',
4916,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1938,
'ITRF93 to ITRF2000 (1)',
'transformation',
4915,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011"/yr, rY=0.00019"/yr, rZ=-0.00007"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1939,
'ITRF92 to ITRF2000 (1)',
'transformation',
4914,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1940,
'ITRF91 to ITRF2000 (1)',
'transformation',
4913,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1941,
'ITRF90 to ITRF2000 (1)',
'transformation',
4912,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1942,
'ITRF89 to ITRF2000 (1)',
'transformation',
4911,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1943,
'ITRF88 to ITRF2000 (1)',
'transformation',
4910,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://lareg.ensg.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2006-10-13'),
'2006.310 2006.890 2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1944,
'Lisbon to WGS 84 (2)',
'transformation',
4207,
4326,
'EPSG-Prt 2001',
2,
1294,
'For applications to an accuracy of 2 metres.',
Null,
9606,
Null,
Null,
'Parameter values from Lisbon to ETRS89 (2) (code 1790). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'2002.720',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1945,
'Datum 73 to WGS 84 (2)',
'transformation',
4274,
4326,
'EPSG-Prt 2001',
2,
1294,
'For applications to an accuracy of 1 metre.',
Null,
9606,
Null,
Null,
'Parameter values from Datum 73 to ETRS89 (2) (code 1792). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1946,
'NAD83(CSRS) to WGS 84 (2)',
'transformation',
4617,
4326,
'NGS-Usa ITRF96',
2,
1061,
'Geodesy.',
0.1,
9607,
Null,
Null,
'Jointly derived by US NGS and Geodetic Survey of Canada - see also code 1901. Strictly between NAD83(CSRS) and ITRF96(1997.0).',
'http://www.ngs.noaa.gov/CORS/Derivation.html',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1947,
'ATS77 to NAD27 (1)',
'transformation',
4122,
4267,
'SNB-Can NB',
1,
1447,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (1) (code 1603)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2003-02-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1948,
'ATS77 to NAD27 (2)',
'transformation',
4122,
4267,
'SNB-Can NS',
2,
2313,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (2) (code 1604)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2003-02-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1949,
'ATS77 to NAD27 (3)',
'transformation',
4122,
4267,
'SNB-Can PEI',
3,
1533,
'?',
1,
9634,
Null,
Null,
'For reverse transformation see NAD27 to ATS77 (3) (code 1605)',
'Survey of New Brunswick',
'OGP',
TO_DATE('2003-02-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1950,
'NAD83 to NAD83(CSRS) (4)',
'transformation',
4269,
4617,
'EPSG-Can E Off',
4,
2831,
'Accuracy 1 to 2 metres. Used for oil industry operations only.',
2,
9603,
Null,
Null,
'Used as part of NAD27 to/from WGS 84 transformation for offshore oil operations - see code 8647.',
'Various oil industry sources.',
'OGP',
TO_DATE('2003-02-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1951,
'Hjorsey 1955 to WGS 84 (1)',
'transformation',
4658,
4326,
'DMA-Isl',
1,
3262,
'Accuracy 3m, 3m and 5m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1952,
'ISN93 to WGS 84 (1)',
'transformation',
4659,
4326,
'EPSG-Isl',
1,
1120,
'Approximation at the +/- 1m level assuming that ISN93 is equivalent to WGS 84.',
1,
9603,
Null,
Null,
'For many purposes ISN93 can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1953,
'TM75 to ETRS89 (2)',
'transformation',
4300,
4258,
'OSI-Ire',
2,
1305,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65). May be taken as approximate transformations TM75 to WGS 84, TM65 to WGS 84 and OSNI 1952 to WGS 84 - see codes 1954, 1641 and 1955.',
'Ordnance Survey Ireland via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1954,
'TM75 to WGS 84 (2)',
'transformation',
4300,
4326,
'EPSG-Ire',
2,
1305,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values taken from TM65 to ETRS89 (2) (code 1953). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1955,
'OSNI 1952 to WGS 84 (1)',
'transformation',
4188,
4326,
'EPSG-Ire',
1,
2530,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from TM75 to ETRS89 (2) (code 1953). Assumes each pair of (i) OSNI 1952 and TM75, and (ii) ETRS89 and WGS 84, can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-04-09'),
'2004.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1956,
'TM75 to WGS 84 (3)',
'transformation',
4300,
4326,
'DMA-Ire',
3,
1305,
'For military purposes only. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 7 stations. TM75 is based on the geodetic datum of 1965 which should not be confused with the mapping adjustment of 1965 (TM65).',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2005-05-27'),
'2005.200 2005.210',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1957,
'Helle 1954 to WGS 84 (1)',
'transformation',
4660,
4326,
'SKV-SJM Jan Mayen',
1,
2869,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Derived at 3 stations. Residuals under 1m.',
'"Transformation from existing geodetic network to WGS84", Geodesy Division, Statens kartverk, 26/11/92.',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1958,
'LKS92 to WGS 84 (1)',
'transformation',
4661,
4326,
'Vzd-Lva',
1,
1139,
'LKS92 is a realisation of ETRS89 coincident to WGS84 within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1959,
'St. Vincent 1945 to WGS 84 (1)',
'transformation',
4607,
4326,
'LSU-Vct',
1,
3300,
'1m accuracy.',
1,
9603,
Null,
Null,
'Derived at 4 points.',
'Clifford J Mugnier, Louisiana State University.',
'OGP',
TO_DATE('2010-03-30'),
'2006.060 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1960,
'ED87 to WGS 84 (2)',
'transformation',
4231,
4326,
'IERS-Eur',
2,
1297,
'Scientific research.',
1,
9606,
Null,
Null,
'',
'IERS Paris via Rijkswaterstaat report 9635 September 1996 "Coordinaattransformaties en kartprojecties" and Nederlandse Aardolie Maatschappij (NAM).',
'OGP',
TO_DATE('2003-06-27'),
'2009.013',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1961,
'ED50 to WGS 84 (32)',
'transformation',
4230,
4326,
'NAM-Nld-Nsea',
32,
1630,
'Used by NAM for offshore operations.',
Null,
9606,
Null,
Null,
'Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.',
'Nederlandse Aardolie Maatschappij (NAM).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1962,
'IGN72 Grande Terre to WGS 84 (1)',
'transformation',
4662,
4326,
'IGN-Ncl',
1,
2822,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'Withdrawn by information source and replaced by improved information from local authority - see tfm code 15903.',
'IGN Paris.',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1963,
'IGN72 Grande Terre to WGS 84 (2)',
'transformation',
4662,
4326,
'BGN-Ncl',
2,
2822,
'Accuracy better than +/- 1 metre.',
1,
9606,
Null,
Null,
'Withdrawn by information source and replaced by improved information - see tfm code 15903.',
'Bureau Geodesie et Nivellement, Service Topographique, via IGN Paris.',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1964,
'RGR92 to Reunion 1947 (1)',
'transformation',
4627,
4626,
'IGN-Reu 0.1m',
1,
3337,
'Accuracy better than +/- 0.1 metre. Not reversible - see remarks.',
0.1,
9606,
Null,
Null,
'Note: Because of the large rotation about the Y-axis this transformation is not reversible. Errors of up to 0.5m may occur. For the reverse transformation use Piton des Neiges to RGR92 (1) (code 1926).',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2004.500 2004.561 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1965,
'Selvagem Grande to WGS 84 (1)',
'transformation',
4616,
4326,
'DMA-Prt Sel',
1,
2779,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 rev 3, January 2000. http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2007-01-04'),
'2005.200 2005.460 2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1966,
'Porto Santo 1995 to WGS 84 (2)',
'transformation',
4663,
4326,
'CGC-Prt Mad 5m',
2,
2870,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Derived at Forte de Sao Tiago.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1967,
'Porto Santo 1995 to WGS 84 (3)',
'transformation',
4663,
4326,
'CGC-Prt Mad 1m',
3,
2870,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1968,
'Azores Oriental 1995 to WGS 84 (2)',
'transformation',
4664,
4326,
'CGC-Prt Az Mig 5m',
2,
2871,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Calculated in 2001.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2004-09-14'),
'2004.521',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1969,
'Azores Oriental 1995 to WGS 84 (3)',
'transformation',
4664,
4326,
'CGC-Prt Az Mig 1m',
3,
2871,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'Calculated in 2001.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1970,
'Azores Oriental 1995 to WGS 84 (4)',
'transformation',
4664,
4326,
'CGC-Prt Az E 5m',
4,
1345,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Mean for all islands in group.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1971,
'Azores Oriental 1995 to WGS 84 (5)',
'transformation',
4664,
4326,
'CGC-Prt Az E 1m',
5,
1345,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'Mean for all islands in group.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1972,
'Azores Central 1995 to WGS 84 (2)',
'transformation',
4665,
4326,
'CGC-Prt Az Ter 5m',
2,
2872,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1973,
'Azores Central 1995 to WGS 84 (3)',
'transformation',
4665,
4326,
'CGC-Prt Az Ter 1m',
3,
2872,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1974,
'Azores Central 1995 to WGS 84 (4)',
'transformation',
4665,
4326,
'CGC-Prt Az Fai 5m',
4,
2873,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1975,
'Azores Central 1995 to WGS 84 (5)',
'transformation',
4665,
4326,
'CGC-Prt Az Fai 1m',
5,
2873,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1976,
'Azores Central 1995 to WGS 84 (6)',
'transformation',
4665,
4326,
'CGC-Prt Az Pic 5m',
6,
2874,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1977,
'Azores Central 1995 to WGS 84 (7)',
'transformation',
4665,
4326,
'CGC-Prt Az Pic 1m',
7,
2874,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1978,
'Azores Central 1995 to WGS 84 (8)',
'transformation',
4665,
4326,
'CGC-Prt Az SJ 5m',
8,
2875,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1979,
'Azores Central 1995 to WGS 84 (9)',
'transformation',
4665,
4326,
'CGC-Prt Az SJ 1m',
9,
2875,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1980,
'Azores Central 1995 to WGS 84 (10)',
'transformation',
4665,
4326,
'CGC-Prt Az C 5m',
10,
1301,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Mean for all islands in group.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1981,
'Azores Central 1995 to WGS 84 (11)',
'transformation',
4665,
4326,
'CGC-Prt Az C 1m',
11,
1301,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'Mean for all islands in group.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1982,
'Azores Occidental 1939 to WGS 84 (2)',
'transformation',
4182,
4326,
'CGC-Prt Az W',
2,
1344,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Derived at 2 stations in 1999.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1983,
'Datum 73 to WGS 84 (3)',
'transformation',
4274,
4326,
'CGC-Prt 5m',
3,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1984,
'Lisbon to WGS 84 (3)',
'transformation',
4207,
4326,
'CGC-Prt 5m',
3,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1985,
'ED50 to WGS 84 (33)',
'transformation',
4230,
4326,
'CGC-Prt 5m',
33,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'May be taken as a transformation from ED50 to ETRS89 - see tfm code 5040.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1986,
'Lisbon 1890 to WGS 84 (1)',
'transformation',
4666,
4326,
'CGC-Prt 5m',
1,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'May be taken as a transformation from Lisbon 1890 to ETRS89 - see tfm code 5039.',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1987,
'Datum 73 to WGS 84 (4)',
'transformation',
4274,
4326,
'CGC-Prt 1m',
4,
1294,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1988,
'Lisbon to WGS 84 (4)',
'transformation',
4207,
4326,
'CGC-Prt 1m',
4,
1294,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.016',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1989,
'ED50 to WGS 84 (34)',
'transformation',
4230,
4326,
'CGC-Prt 1m',
34,
1294,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1990,
'Lisbon 1890 to WGS 84 (2)',
'transformation',
4666,
4326,
'CGC-Prt 1m',
2,
1294,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1991,
'Lisbon 1890 (Lisbon) to Lisbon 1890 (1)',
'transformation',
4904,
4666,
'CGC-Prt',
1,
1294,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1992,
'Datum 73 to ETRS89 (3)',
'transformation',
4274,
4258,
'CGC-Prt 1m',
3,
1294,
'For medium resolution applications.',
1,
9607,
Null,
Null,
'Parameters calculated in 1998 using 9 common stations. Published in 2001. Replaces Datum 73 to ETRS89 (1) (code 1657). Replaced by Datum 73 to ETRS89 (5) (code 5037).',
'Centre for Geodesy and Cartography, Portuguese Geographical Institute; http:/www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2003.233 2005.180 2007.043 2010.006 2010.036',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1993,
'IKBD-92 to WGS 84 (4)',
'transformation',
4667,
4326,
'UN-Irq Kwt',
4,
2876,
'Boundary demarcation.',
0,
9603,
Null,
Null,
'For all practical purposes this transformation is exact.',
'OGP',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1994,
'Reykjavik 1900 to WGS 84 (1)',
'transformation',
4657,
4326,
'LMI-Isl',
1,
3262,
'Low accuracy applications.',
10,
9603,
Null,
Null,
'',
'Landmaelingar Islands (National Land Survey of Iceland).',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1995,
'Dealul Piscului 1930 to WGS 84 (1)',
'transformation',
4316,
4326,
'NAMR-Rom',
1,
3295,
'Oil exploration',
10,
9603,
Null,
Null,
'',
'Petromar and NAMR',
'OGP',
TO_DATE('2010-03-30'),
'2008.011 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1996,
'Dealul Piscului 1970 to WGS 84 (1)',
'transformation',
4317,
4326,
'Shell-Rom',
1,
1197,
'Oil exploration',
10,
9603,
Null,
Null,
'',
'Shell SIEP',
'OGP',
TO_DATE('2003-11-28'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 1997,
'Lisbon to ETRS89 (2)',
'transformation',
4207,
4258,
'ICC-Prt 2001',
2,
1294,
'For applications to an accuracy of 2 metres.',
2,
9606,
Null,
Null,
'Derived in 2001. Replaces Lisbon to ETRS89 (1) (code 1655). Also given to greater precision but no more accuracy on ICC web site using Coordinate Frame method. Replaced by Lisbon to ETRS89 (3) (code 5038).',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Also given to greater precision (but no more accuracy) using the coordinate frame method at the IGEO website www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2002.720 2003.234 2005.180 2007.043 2010.006 2010.036',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1998,
'ED50 to WGS 84 (36)',
'transformation',
4230,
4326,
'EPSG-Ger Nsea',
36,
2879,
'Recommended transformation for Germany North Sea petroleum purposes.',
1,
9606,
Null,
Null,
'Approximation to better than 0.5m of transformation adopted in June 2003 (see ED50 to WGS 84 (35), code 1052). Acceptable to Landesbergamt for Lower Saxony and Bundesanstalt fuer Seeschifffahrt und Hydrographie.',
'OGP',
'OGP',
TO_DATE('2004-10-22'),
'2004.630',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 1999,
'ED50 to WGS 84 (32)',
'transformation',
4230,
4326,
'NAM-Nld-Nsea',
32,
1630,
'Used by NAM for offshore operations.',
3,
9606,
Null,
Null,
'Parameter values taken from ED87 to WGS 84 (2) (tfm code 1960) assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3m.',
'Nederlandse Aardolie Maatschappij (NAM).',
'OGP',
TO_DATE('2004-01-07'),
'2009.013',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2181,
'D48 / GK to D96 / TM (7)',
'transformation',
3787,
3794,
'GuRS-Svn 7',
7,
3349,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9989361857deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2182,
'D48 / GK to D96 / TM (8)',
'transformation',
3787,
3794,
'GuRS-Svn 8',
8,
3350,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990279960deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2183,
'D48 / GK to D96 / TM (9)',
'transformation',
3787,
3794,
'GuRS-Svn 9',
9,
2580,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9984713141deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2184,
'D48 / GK to D96 / TM (10)',
'transformation',
3787,
3794,
'GuRS-Svn 10',
10,
3345,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9984602820deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2185,
'D48 / GK to D96 / TM (11)',
'transformation',
3787,
3794,
'GuRS-Svn 11',
11,
2581,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9982890576deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2186,
'D48 / GK to D96 / TM (12)',
'transformation',
3787,
3794,
'GuRS-Svn 12',
12,
3351,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9995848956deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2187,
'D48 / GK to D96 / TM (13)',
'transformation',
3787,
3794,
'GuRS-Svn 13',
13,
3352,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9978086208deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2293,
'D48 / GK to D96 / TM (14)',
'transformation',
3787,
3794,
'GuRS-Svn 14',
14,
3353,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9986330172deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 2974,
'D48 / GK to D96 / TM (15)',
'transformation',
3787,
3794,
'GuRS-Svn 15',
15,
3354,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9986660539deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3792,
'D48 / GK to D96 / TM (16)',
'transformation',
3787,
3794,
'GuRS-Svn 16',
16,
3560,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9988835539deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3803,
'D48 / GK to D96 / TM (17)',
'transformation',
3787,
3794,
'GuRS-Svn 17',
17,
3347,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9985599438deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3804,
'D48 / GK to D96 / TM (18)',
'transformation',
3787,
3794,
'GuRS-Svn 18',
18,
2584,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9993228929deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3805,
'D48 / GK to D96 / TM (19)',
'transformation',
3787,
3794,
'GuRS-Svn 19',
19,
2585,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9975573682deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3806,
'D48 / GK to D96 / TM (20)',
'transformation',
3787,
3794,
'GuRS-Svn 20',
20,
2877,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9981683819deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3807,
'D48 / GK to D96 / TM (21)',
'transformation',
3787,
3794,
'GuRS-Svn 21',
21,
2586,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9987926666deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3808,
'D48 / GK to D96 / TM (22)',
'transformation',
3787,
3794,
'GuRS-Svn 22',
22,
2587,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9978515930deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3809,
'D48 / GK to D96 / TM (23)',
'transformation',
3787,
3794,
'GuRS-Svn 23',
23,
2878,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9980774015deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3810,
'D48 / GK to D96 / TM (24)',
'transformation',
3787,
3794,
'GuRS-Svn 24',
24,
3346,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9979842399deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-07-20'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3811,
'Belgian Lambert 2008',
'conversion',
Null,
Null,
'',
Null,
1347,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'Replaces Lambert 2005.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3813,
'Mississippi Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1393,
'Development and storage of geographic data.',
0,
9807,
Null,
Null,
'',
'Mississippi Department of Transportation / Mississippi Automated Resource Information System (MARIS), http://www.maris.state.ms.us/',
'OGP',
TO_DATE('2008-08-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3817,
'HD1909 to WGS 84 (1)',
'transformation',
3819,
4326,
'ELTE-Hun',
1,
1119,
'GIS and topographic survey.',
3,
9607,
Null,
Null,
'Horizontal coordinates of 66 points of the National Geodetic Network were used to compute this transformation.',
'Timar, Molnar and Marta in Geodezia es Kartografia 55(3) pp16-21. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3818,
'Taiwan 2-degree TM zone 119',
'conversion',
Null,
Null,
'',
Null,
3563,
'Topographic and cadastral mapping, engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3820,
'Taiwan 2-degree TM zone 121',
'conversion',
Null,
Null,
'',
Null,
3562,
'Topographic and cadastral mapping, engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3830,
'TWD97 to WGS 84 (1)',
'transformation',
3824,
4326,
'OGP-Twn',
1,
1228,
'Accuracy +/- 1m.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that TWD97 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2008-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3831,
'Pacific Disaster Center Mercator',
'conversion',
Null,
Null,
'',
Null,
3172,
'Small scale mapping and analysis.',
0,
9804,
Null,
Null,
'',
'Pacific Disaster Center, Kihei, Hawaii, USA.',
'OGP',
TO_DATE('2008-09-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3853,
'County ST74',
'conversion',
Null,
Null,
'',
Null,
3608,
'Large scale topographic mapping, cadastral and engineering survey.',
Null,
9807,
Null,
Null,
'In Stockholm commune, replaces ST74 (proj code 19876).',
'Surveying Department, Stockholm City Planning Administration.',
'OGP',
TO_DATE('2009-02-10'),
'2008.111',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3856,
'Popular Visualisation Pseudo-Mercator',
'conversion',
Null,
Null,
'',
Null,
1262,
'Web mapping and visualisation.',
Null,
1024,
Null,
Null,
'',
'Microsoft',
'OGP',
TO_DATE('2009-02-09'),
'2008.114',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3858,
'WGS 84 to EGM2008 Geoid height (1)',
'transformation',
4979,
3855,
'NGA-World',
1,
1262,
'Derivation of gravity-related heights from GPS observations.',
1,
1025,
Null,
Null,
'Replaces WGS 84 to EGM96 geoid height (1) (tfm code 15781). This tfm uses a grid with node spacing of 2.5 arc-minutes. For a smaller spacing (in principle more exact but requiring greater computing resources) see variant 2, tfm code 3859.',
'',
'OGP',
TO_DATE('2009-02-09'),
'2008.097',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3859,
'WGS 84 to EGM2008 Geoid height (2)',
'transformation',
4979,
3855,
'NGA-World',
2,
1262,
'Derivation of gravity-related heights from GPS observations.',
0.5,
1025,
Null,
Null,
'Replaces WGS 84 to EGM96 geoid height (1) (tfm code 15781). This tfm uses a grid with node spacing of 1 arc-minute. For a larger grid spacing (in principle less exact but requiring less computing resources) see variant 1, tfm code 3858.',
'',
'OGP',
TO_DATE('2009-02-09'),
'2008.097',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3894,
'IGRS to WGS 84 (1)',
'transformation',
3889,
4326,
'OGP-Irq',
4,
1124,
'Accuracy 1m.',
0,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that IGRS is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3895,
'MGI (Ferro) to MGI (1)',
'transformation',
4805,
4312,
'BEV-Aut',
1,
1037,
'Change of prime meridian.',
0,
9601,
Null,
Null,
'See tfm code 3913 for longitude rotation applied in former Yugoslavia.',
'OGP',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3896,
'MGI (Ferro) to WGS 84 (2)',
'concatenated operation',
4805,
4326,
'BEV-Aut',
2,
1037,
'2m accuracy',
Null,
Null,
Null,
Null,
'',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2009-05-10'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3897,
'US NSIDC Equal Area north projection',
'conversion',
Null,
Null,
'',
Null,
3475,
'Gridding including EASE-Grid and small scale digital mapping for environmental sciences in north polar region.',
Null,
1027,
Null,
Null,
'See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2009-06-02'),
'2009.007 2008.109',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3898,
'US NSIDC Equal Area south projection',
'conversion',
Null,
Null,
'',
Null,
3474,
'Gridding including EASE-Grid and small scale digital mapping for environmental sciences in south polar region.',
Null,
1027,
Null,
Null,
'See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2009-06-02'),
'2009.007 2008.109',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3899,
'US National Atlas Equal Area',
'conversion',
Null,
Null,
'',
Null,
1245,
'Statistical mapping',
Null,
1027,
Null,
Null,
'',
'United States Geological Survey, Western Geographic Science Center.',
'OGP',
TO_DATE('2009-02-04'),
'2009.007',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3904,
'ED50 to WGS 84 (32)',
'transformation',
4230,
4326,
'Rws-Nld-Nsea',
32,
1630,
'E\&P operations in the Dutch sector of the North Sea.',
5,
9606,
Null,
Null,
'Parameter values from ED87 to WGS 84 (32) (tfm code 3905), assuming that ED87 is identical to ED50. Errors caused by this assumption can reach 3-5m. Used by NAM for offshore operations until mid 2004, then replaced by tfm code 1311.',
'Rijkswaterstaat report 9635 "Coordinaattransformaties en kaartprojecties", September 1996.',
'OGP',
TO_DATE('2009-05-15'),
'2009.013',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3905,
'ED87 to WGS 84 (2)',
'transformation',
4231,
4326,
'OGP-Eur',
2,
1297,
'Scientific research.',
1,
9606,
Null,
Null,
'Parameter values taken from ED87 to ETRS89 (1) (tfm code 4078) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Used as a tfm between ED50 and WGS 84 - see code 3904.',
'OGP',
'OGP',
TO_DATE('2009-05-14'),
'2009.013',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3913,
'MGI (Ferro) to MGI 1901 (1)',
'transformation',
4805,
3906,
'OGP-Yug',
1,
2370,
'Change of prime meridian.',
1,
9601,
Null,
Null,
'Uses Albrecht 1902 value. See tfm code 3895 for longitude rotation applied in Austria.',
'Gabor Timar (2007): The Ferro prime meridian. Geodezia es Kartografia vol 59 issue 12 pages 3-7.',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3914,
'MGI 1901 to ETRS89 (3)',
'transformation',
3906,
4258,
'GURS-Svn',
3,
1212,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation MGI 1901 to WGS 84 - see code 3915.',
'Geodetska Uprava Republike Slovenij via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3915,
'MGI 1901 to WGS 84 (5)',
'transformation',
3906,
4326,
'EPSG-Svn',
5,
1212,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from MGI 1901 to ETRS89 (3) (code 3914). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3916,
'MGI 1901 to Slovenia 1996 (1)',
'transformation',
3906,
4765,
'GuRS-Svn',
1,
1212,
'1m accuracy.',
1,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible. May be taken as approx tfm MGI 1901 to WGS 84 (see code 3917).',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3917,
'MGI 1901 to WGS 84 (9)',
'transformation',
3906,
4326,
'OGP-Svn 96',
9,
1212,
'For applications to an accuracy of 1 metre.',
1,
9607,
Null,
Null,
'Parameter values from MGI 1901 to Slovenia 1996 (1) (code 3916). Assumes Slovenia 1996 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3918,
'MGI 1901 to Slovenia 1996 (2)',
'transformation',
3906,
4765,
'GuRS-Svn W',
1,
3564,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3919,
'MGI 1901 to Slovenia 1996 (3)',
'transformation',
3906,
4765,
'GuRS-Svn NE',
1,
3565,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3921,
'MGI 1901 to Slovenia 1996 (4)',
'transformation',
3906,
4765,
'GuRS-Svn SE 0.5m',
1,
3566,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3922,
'MGI 1901 to Slovenia 1996 (5)',
'transformation',
3906,
4765,
'GuRS-Svn SE 0.3m',
1,
3567,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3923,
'MGI 1901 to Slovenia 1996 (6)',
'transformation',
3906,
4765,
'GuRS-Svn Dol',
1,
3568,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3924,
'MGI 1901 to Slovenia 1996 (7)',
'transformation',
3906,
4765,
'GuRS-Svn Staj',
1,
3569,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3925,
'MGI 1901 to Slovenia 1996 (8)',
'transformation',
3906,
4765,
'GuRS-Svn Pom',
1,
3570,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3926,
'MGI 1901 to Slovenia 1996 (9)',
'transformation',
3906,
4765,
'GuRS-Svn Gor',
1,
3571,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3927,
'MGI 1901 to Slovenia 1996 (10)',
'transformation',
3906,
4765,
'GuRS-Svn Prim',
1,
3572,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3928,
'MGI 1901 to Slovenia 1996 (11)',
'transformation',
3906,
4765,
'GuRS-Svn cen',
1,
3573,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3929,
'D48 / GK to D96 / TM (1)',
'transformation',
3912,
3794,
'GuRS-Svn 1',
1,
2578,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990153250deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3930,
'D48 / GK to D96 / TM (2)',
'transformation',
3912,
3794,
'GuRS-Svn 2',
2,
2579,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9987988952deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3931,
'D48 / GK to D96 / TM (3)',
'transformation',
3912,
3794,
'GuRS-Svn 3',
3,
2582,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990080921deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3932,
'D48 / GK to D96 / TM (4)',
'transformation',
3912,
3794,
'GuRS-Svn 4',
4,
2583,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9991387616deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3933,
'D48 / GK to D96 / TM (5)',
'transformation',
3912,
3794,
'GuRS-Svn 5',
5,
3348,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9988083326deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3934,
'D48 / GK to D96 / TM (6)',
'transformation',
3912,
3794,
'GuRS-Svn 6',
6,
2422,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9985894280deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3935,
'D48 / GK to D96 / TM (7)',
'transformation',
3912,
3794,
'GuRS-Svn 7',
7,
3349,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9989361857deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3936,
'D48 / GK to D96 / TM (8)',
'transformation',
3912,
3794,
'GuRS-Svn 8',
8,
3350,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9990279960deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3937,
'D48 / GK to D96 / TM (9)',
'transformation',
3912,
3794,
'GuRS-Svn 9',
9,
2580,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9984713141deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3938,
'D48 / GK to D96 / TM (10)',
'transformation',
3912,
3794,
'GuRS-Svn 10',
10,
3345,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9984602820deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3939,
'D48 / GK to D96 / TM (11)',
'transformation',
3912,
3794,
'GuRS-Svn 11',
11,
2581,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9982890576deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3940,
'D48 / GK to D96 / TM (12)',
'transformation',
3912,
3794,
'GuRS-Svn 12',
12,
3351,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9995848956deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3941,
'D48 / GK to D96 / TM (13)',
'transformation',
3912,
3794,
'GuRS-Svn 13',
13,
3352,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9978086208deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3951,
'D48 / GK to D96 / TM (14)',
'transformation',
3912,
3794,
'GuRS-Svn 14',
14,
3353,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9986330172deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3952,
'D48 / GK to D96 / TM (15)',
'transformation',
3912,
3794,
'GuRS-Svn 15',
15,
3354,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9986660539deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3953,
'D48 / GK to D96 / TM (16)',
'transformation',
3912,
3794,
'GuRS-Svn 16',
16,
3560,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9988835539deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3954,
'D48 / GK to D96 / TM (17)',
'transformation',
3912,
3794,
'GuRS-Svn 17',
17,
3347,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9985599438deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3955,
'D48 / GK to D96 / TM (18)',
'transformation',
3912,
3794,
'GuRS-Svn 18',
18,
2584,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9993228929deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3956,
'D48 / GK to D96 / TM (19)',
'transformation',
3912,
3794,
'GuRS-Svn 19',
19,
2585,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9975573682deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3957,
'D48 / GK to D96 / TM (20)',
'transformation',
3912,
3794,
'GuRS-Svn 20',
20,
2877,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9981683819deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3958,
'D48 / GK to D96 / TM (21)',
'transformation',
3912,
3794,
'GuRS-Svn 21',
21,
2586,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9987926666deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3959,
'D48 / GK to D96 / TM (22)',
'transformation',
3912,
3794,
'GuRS-Svn 22',
22,
2587,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9978515930deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3960,
'D48 / GK to D96 / TM (23)',
'transformation',
3912,
3794,
'GuRS-Svn 23',
23,
2878,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9980774015deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-01'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3961,
'D48 / GK to D96 / TM (24)',
'transformation',
3912,
3794,
'GuRS-Svn 24',
24,
3346,
'Accuracy 0.2m.',
0.2,
9621,
Null,
Null,
'Information source gives rotation angle of source CRS axes as 359.9979842399deg using opposite rotation convention to EPSG formula.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3962,
'MGI 1901 to WGS 84 (1)',
'transformation',
3906,
4326,
'NIMA-balk',
1,
2370,
'For military purposes only.',
5,
9603,
Null,
Null,
'Accuracy estimate not available from information source but established empirically by OGP.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2009-03-04'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3963,
'MGI 1901 to ETRS89 (2)',
'transformation',
3906,
4258,
'DGU-Hrv',
2,
1076,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'May be taken as approximate transformation MGI 1901 to WGS 84 - see code 3964.',
'Drzavna Geodetska Uprava via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3964,
'MGI 1901 to WGS 84 (4)',
'transformation',
3906,
4326,
'EPSG-Hrv',
4,
1076,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from MGI 1901 to ETRS89 (2) (code 3963). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-03-14'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3965,
'MGI 1901 to WGS 84 (6)',
'transformation',
3906,
4326,
'JPet-Yug',
6,
3536,
'Oil industry',
10,
9603,
Null,
Null,
'',
'Jugopetrol',
'OGP',
TO_DATE('2009-03-12'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3966,
'MGI (Ferro) to WGS 84 (1)',
'concatenated operation',
4805,
4326,
'DMA-balk',
1,
2370,
'For military purposes only.',
Null,
Null,
Null,
Null,
'Accuracy estimate is not available.',
'OGP',
'OGP',
TO_DATE('2009-03-02'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3967,
'Virginia Lambert Conic Conformal',
'conversion',
Null,
Null,
'',
Null,
1415,
'State-wide spatial data presentation and mapping.',
Null,
9802,
Null,
Null,
'',
'Virginia Information Technologies Agency; http://gisdata.virginia.gov/Portal/',
'OGP',
TO_DATE('2009-04-08'),
'2009.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3971,
'PSAD56 to SIRGAS 1995 (1)',
'transformation',
4248,
4170,
'IGM-Ecu',
1,
3241,
'Suitable for mapping at 1:25,000 scale and smaller.',
5,
9607,
Null,
Null,
'Derived at 42 points. May be taken as transformation PSAD56 to WGS 84 - see code 3990.',
'IGM Ecuador',
'OGP',
TO_DATE('2009-04-08'),
'2009.016',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3972,
'Chua to WGS 84 (2)',
'transformation',
4224,
4326,
'SICAD-Bra DF pre 2000',
2,
3619,
'Used by governmental agencies in Distrito Federal until adoption of SIRGAS 2000 by Brazil in 2005. Legally mandated for Cartography System of Distrito Federal (SICAD) until 2005.',
5,
9603,
Null,
Null,
'Mandatory for SICAD use until 2005. Replaced by Chua to SIRGAS 2000 (tfm code 4069).',
'Sistema Cartografico do Distrito Federal',
'OGP',
TO_DATE('2010-02-13'),
'2009.021 2009.104',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3977,
'Canada Atlas Lambert',
'conversion',
Null,
Null,
'',
Null,
1061,
'Used for Atlas of Canada and nationwide web mapping applications.',
Null,
9802,
Null,
Null,
'',
'Natural Resources Canada, Atlas of Canada; http://atlas.nrcan.gc.ca',
'OGP',
TO_DATE('2009-04-26'),
'2009.012',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3980,
'Katanga Lambert',
'conversion',
Null,
Null,
'',
Null,
3147,
'Medium and small scale topographic mapping.',
Null,
9802,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-04-15'),
'2009.011 2009.047',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 3981,
'Katanga Gauss zone A',
'conversion',
Null,
Null,
'',
Null,
3612,
'Cadastre, engineering survey.',
Null,
9807,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3982,
'Katanga Gauss zone B',
'conversion',
Null,
Null,
'',
Null,
3611,
'Cadastre, engineering survey.',
Null,
9807,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3983,
'Katanga Gauss zone C',
'conversion',
Null,
Null,
'',
Null,
3610,
'Cadastre, engineering survey.',
Null,
9807,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3984,
'Katanga Gauss zone D',
'conversion',
Null,
Null,
'',
Null,
3609,
'Cadastre, engineering survey.',
Null,
9807,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-03-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3990,
'PSAD56 to WGS 84 (14)',
'transformation',
4248,
4326,
'IGM-Ecu',
14,
3241,
'Suitable for mapping at 1:25,000 scale and smaller.',
5,
9607,
Null,
Null,
'Parameter values from PSAD56 to SIRGAS 1995 (1) (code 3971). Assumes SIRGAS 1995 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'IGM Ecuador',
'OGP',
TO_DATE('2009-04-08'),
'2009.016',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3998,
'Arc 1960 to WGS 84 (4)',
'transformation',
4210,
4326,
'DMA-Bdi',
4,
1058,
'For military purposes. Accuracy 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 stations. From inspection of parameter values and geographic applicability of CRS, OGP believes that the published source CRS (Arc 1950) has been misidentified by information source. Analysis of TR8350.2 contour charts suggest Arc 1960.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2009-05-10'),
'2009.025',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 3999,
'Moldova Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1162,
'Cadastre, engineering survey.',
Null,
9807,
Null,
Null,
'',
'State Agency for Land Relations and Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4064,
'RGRDC 2005 to WGS 84 (1)',
'transformation',
4046,
4326,
'OGP-DUC',
1,
3613,
'Accuracy 1m.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGRDC 2005 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4065,
'Katanga 1955 to RGRDC 2005 (1)',
'transformation',
4695,
4046,
'Rec-DUC',
1,
3614,
'Accuracy 1.5m.',
1.5,
9603,
Null,
Null,
'Derived at 4 stations in Lubumbashi area. May be taken as approximate transformation Katanga 1955 to WGS 84 - see code 4066.',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-05-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4066,
'Katanga 1955 to WGS 84 (1)',
'transformation',
4695,
4326,
'Rec-DUC',
1,
3614,
'Accuracy 1.5m.',
1.5,
9603,
Null,
Null,
'Parameter values taken from Katanga 1955 to RGRDC 2005 (1) (code 4065) assuming that RGRDC 2005 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-05-11'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4067,
'Katanga 1955 to RGRDC 2005 (2)',
'transformation',
4695,
4046,
'SDG-DUC',
2,
3614,
'Accuracy 0.5m.',
0.5,
9636,
Null,
Null,
'Derived at 5 stations across Lubumbashi-Likasi region. Used as transformation Katanga 1955 to WGS 84 - see code 4068.',
'SD Geomatique.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4068,
'Katanga 1955 to WGS 84 (2)',
'transformation',
4695,
4326,
'SDG-DUC',
2,
3614,
'Accuracy 1m.',
1,
9636,
Null,
Null,
'Parameter values taken from Katanga 1955 to RGRDC 2005 (2) (code 4067) assuming that RGRDC 2005 is equivalent to WGS 84 within the accuracy of the transformation.',
'SD Geomatique.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4069,
'Chua to SIRGAS 2000 (1)',
'transformation',
4224,
4674,
'SICAD-Bra DF',
1,
3619,
'Used by governmental agencies in Distrito Federal after adoption of SIRGAS 2000 by Brazil in 2005. Legally mandated for Cartography System of Distrito Federal (SICAD).',
5,
9603,
Null,
Null,
'Mandatory for SICAD use. Replaces Chua to WGS 84 (2) (code 3972). May be used as a tfm to WGS 84 - see tfm code 4834.',
'Sistema Cartografico do Distrito Federal',
'OGP',
TO_DATE('2010-02-13'),
'2009.021 2009.104',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4070,
'Chua to WGS 84 (3)',
'transformation',
4224,
4674,
'OGP-Bra DF post 2000',
3,
1053,
'Cartography System of Distrito Federal (SICAD)',
5,
9603,
Null,
Null,
'Parameter values from Chua to SIRGAS 2000 (1) (tfm code 4069) assuming that within the tfm accuracy SIRGAS 2000 is equivalent to WGS 84.',
'Sistema Cartografico do Distrito Federal',
'OGP',
TO_DATE('2009-05-14'),
'2009.021 2009.104',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 4072,
'Karbala 1979 / UTM zone 38N to IGRS / UTM zone 38N (1)',
'transformation',
3392,
3891,
'MWR-Irq prov 2007',
1,
3702,
'Temporary transformation pending introduction of bilinear interpolation gridded dataset.',
3,
9656,
Null,
Null,
'Used on a temporary basis prior to development of IRQCON. See also Karbala 1979 to WGS 84 (2) (tfm code 5076) for an equivalent tfm using geocentric translations.',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2010-03-28'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4076,
'SREF98 to ETRS89 (1)',
'transformation',
4075,
4258,
'OGP-Srb',
1,
3534,
'SREF98 is a regional realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation HTRS96 to WGS 84 - see code 4077.',
'OGP',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4077,
'SREF98 to WGS 84 (1)',
'transformation',
4075,
4326,
'OGP-Srb',
1,
3534,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84. SREF98 is a regional realisation of ETRS89.',
'OGP',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4078,
'ED87 to ETRS89 (1)',
'transformation',
4231,
4258,
'IERS-Eur',
1,
1297,
'Scientific research.',
0.3,
9606,
Null,
Null,
'May be used as a transformation between ED87 and WGS 84 - see tfm code 3905.',
'IERS Paris via Rijkswaterstaat report 9635 September 1996 "Coordinaattransformaties en kaartprojecties".',
'OGP',
TO_DATE('2009-05-15'),
'2009.013',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4084,
'REGCAN95 to WGS 84 (1)',
'transformation',
4081,
4326,
'OGP-esp',
1,
3199,
'Accuracy +/- 1m.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that REGCAN95 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2009-06-07'),
'2009.033 2009.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4085,
'World Equidistant Cylindrical',
'conversion',
Null,
Null,
'',
Null,
1262,
'Graticule coordinates in rectangular Cartesian form.',
Null,
1028,
Null,
Null,
'Origin at intersection of equator and prime meridian. See projection code 4086 for spherical development.',
'OGP',
'OGP',
TO_DATE('2009-06-07'),
'2009.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4086,
'World Equidistant Cylindrical (Sphere)',
'conversion',
Null,
Null,
'',
Null,
1262,
'Graticule coordinates in rectangular Cartesian form.',
Null,
1029,
Null,
Null,
'Origin at intersection of equator and prime meridian.',
'OGP',
'OGP',
TO_DATE('2009-06-07'),
'2009.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4089,
'DKTM1',
'conversion',
Null,
Null,
'',
Null,
3631,
'Engineering survey and construction.',
Null,
9807,
Null,
Null,
'Introduced in 2009.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4090,
'DKTM2',
'conversion',
Null,
Null,
'',
Null,
3632,
'Engineering survey and construction.',
Null,
9807,
Null,
Null,
'Introduced in 2009.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4091,
'DKTM3',
'conversion',
Null,
Null,
'',
Null,
2532,
'Engineering survey and construction.',
Null,
9807,
Null,
Null,
'Introduced in 2009.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-06'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4092,
'DKTM4',
'conversion',
Null,
Null,
'',
Null,
2533,
'Engineering survey and construction.',
Null,
9807,
Null,
Null,
'Introduced in 2009.',
'Kort og Matrikelstyrelsen',
'OGP',
TO_DATE('2009-06-25'),
'2009.038',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4101,
'BLM zone 1N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3484,
'US survey foot form of UTM zone 1N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 1".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4102,
'BLM zone 2N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3485,
'US survey foot form of UTM zone 2N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 2".',
'OGP',
'OGP',
TO_DATE('2010-03-04'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4103,
'BLM zone 3N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3486,
'US survey foot form of UTM zone 3N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 3".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4104,
'BLM zone 4N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3487,
'US survey foot form of UTM zone 4N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 4".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4105,
'BLM zone 5N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3490,
'US survey foot form of UTM zone 5N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 5".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4106,
'BLM zone 6N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3493,
'US survey foot form of UTM zone 6N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 6".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4107,
'BLM zone 7N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3494,
'US survey foot form of UTM zone 7N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 7".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4108,
'BLM zone 8N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3495,
'US survey foot form of UTM zone 8N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 8".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4109,
'BLM zone 9N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3496,
'US survey foot form of UTM zone 9N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 9".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4110,
'BLM zone 10N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3497,
'US survey foot form of UTM zone 10N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 10".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4111,
'BLM zone 11N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3498,
'US survey foot form of UTM zone 11N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 11".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4112,
'BLM zone 12N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3499,
'US survey foot form of UTM zone 12N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 12".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4113,
'BLM zone 13N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3500,
'US survey foot form of UTM zone 13N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 13".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4118,
'BLM zone 18N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3505,
'US survey foot form of UTM zone 18N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 18".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4119,
'BLM zone 19N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3506,
'US survey foot form of UTM zone 19N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 19".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4186,
'BLM zone 59N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3482,
'US survey foot form of UTM zone 59N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 59".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4187,
'BLM zone 60N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3483,
'US survey foot form of UTM zone 60N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 60".',
'OGP',
'OGP',
TO_DATE('2010-03-05'),
'2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4290,
'Cadastre 1997 to WGS 84 (1)',
'transformation',
4475,
4326,
'OGP-Myt',
1,
3340,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Parameter values taken from Cadastre 1997 to RGM04 (1) (transformation code 4478) assuming that RGM04 is coincident with WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-10-16'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4325,
'Guam Map Grid',
'conversion',
Null,
Null,
'',
Null,
1110,
'Cadastre, engineering survey, topographic mapping.',
Null,
9807,
Null,
Null,
'',
'Guam Public Law 23-31 and Department of Land Management brochure "1993 Guam Geodetic Network".',
'OGP',
TO_DATE('2009-07-25'),
'2009.044',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4416,
'Katanga Lambert',
'conversion',
Null,
Null,
'',
Null,
3147,
'Medium and small scale topographic mapping.',
Null,
9802,
Null,
Null,
'',
'J Maury, "Triangulation du Katanga", Institut Royal Colonial Belge, Brussels 1931.',
'OGP',
TO_DATE('2009-06-30'),
'2009.047',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4435,
'Puerto Rico to NAD83(HARN) (1)',
'concatenated operation',
4139,
4152,
'NGS-PRVI',
1,
3634,
'Accuracy 0.1m at 67% confidence level.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation Puerto Rico to WGS 84 - see code 8583.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2009-08-15'),
'2009.064',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4436,
'Pennsylvania CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2246,
'Used for large and medium scale topographic mapping and engineering survey.',
Null,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2009-09-05'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4441,
'NZVD2009 height to One Tree Point 1964 height (1)',
'transformation',
4440,
5767,
'LINZ-NZ ONTP',
1,
1500,
'Accuracy 0.03m (1 sigma).',
0.03,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4442,
'NZVD2009 height to Auckland 1946 height (1)',
'transformation',
4440,
5759,
'LINZ-NZ AUCK',
1,
1500,
'Accuracy 0.05m (1 sigma).',
0.05,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4443,
'NZVD2009 height to Moturiki 1953 height (1)',
'transformation',
4440,
5764,
'LINZ-NZ MOTU',
1,
1500,
'Accuracy 0.06m (1 sigma).',
0.06,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4444,
'NZVD2009 height to Nelson 1955 height (1)',
'transformation',
4440,
5766,
'LINZ-NZ NELS',
1,
1501,
'Accuracy 0.07m (1 sigma).',
0.07,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4445,
'NZVD2009 height to Gisborne 1926 height (1)',
'transformation',
4440,
5762,
'LINZ-NZ GISB',
1,
1500,
'Accuracy 0.02m (1 sigma).',
0.02,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4446,
'NZVD2009 height to Napier 1962 height (1)',
'transformation',
4440,
5765,
'LINZ-NZ NAPI',
1,
1500,
'Accuracy 0.05m (1 sigma).',
0.05,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4447,
'NZVD2009 height to Taranaki 1970 height (1)',
'transformation',
4440,
5769,
'LINZ-NZ TARA',
1,
1500,
'Accuracy 0.05m (1 sigma).',
0.05,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4448,
'NZVD2009 height to Wellington 1953 height (1)',
'transformation',
4440,
5770,
'LINZ-NZ WELL',
1,
1500,
'Accuracy 0.04m (1 sigma).',
0.04,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4449,
'NZVD2009 height to Lyttelton 1937 height (1)',
'transformation',
4440,
5763,
'LINZ-NZ LYTT',
1,
1501,
'Accuracy 0.09m (1 sigma).',
0.09,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4450,
'NZVD2009 height to Dunedin 1958 height (1)',
'transformation',
4440,
5761,
'LINZ-NZ DUNE',
1,
1501,
'Accuracy 0.07m (1 sigma).',
0.07,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-28'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4451,
'NZVD2009 height to Bluff 1955 height (1)',
'transformation',
4440,
5760,
'LINZ-NZ BLUF',
1,
1501,
'Accuracy 0.05m (1 sigma).',
0.05,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4452,
'NZVD2009 height to Stewart Island 1977 height (1)',
'transformation',
4440,
5772,
'LINZ-NZ STIS',
1,
3338,
'Accuracy 0.15m (1 sigma).',
0.15,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-16'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4453,
'NZVD2009 height to Dunedin-Bluff 1960 height (1)',
'transformation',
4440,
4458,
'LINZ-NZ DUBL',
1,
1501,
'Accuracy 0.04m (1 sigma).',
0.04,
9616,
Null,
Null,
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-17'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4454,
'New York CS27 Long Island zone',
'conversion',
Null,
Null,
'',
Null,
2235,
'Used for large and medium scale topographic mapping and engineering survey.',
Null,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2009-08-29'),
'2009.067',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4459,
'NZGD2000 to NZVD2009 height (1)',
'transformation',
4959,
4440,
'LINZ-NZ 2009',
1,
1175,
'Derivation of gravity-related heights from GPS observations.',
0.1,
1030,
Null,
Null,
'May be used for transformations from WGS 84 to NZVD2009.',
'Land Information New Zealand (LINZ).',
'OGP',
TO_DATE('2009-10-20'),
'2009.081',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4460,
'Australian Centre for Remote Sensing Lambert Conformal Projection',
'conversion',
Null,
Null,
'',
Null,
2575,
'Australia-wide remote sensing.',
Null,
9802,
Null,
Null,
'Created by AUSLIG prior to incorporation into Geoscience Australia. See also GALCC (proj code 17362).',
'Geoscience Australia; http://www.ga.gov.au/remote-sensing/get-satellite-imagery-data/technical-information/processing/map-projection.jsp',
'OGP',
TO_DATE('2009-10-31'),
'2009.069',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4461,
'NAD83(HARN) to NAD83(NSRS2007) (1)',
'transformation',
4152,
4759,
'OGP-USA conus',
1,
1323,
'For applications to an accuracy of 0.2 metre.',
0.1,
9603,
Null,
Null,
'Accuracy 0.1 to 0.2m in California, 0.05-0.11 in Oregon, elsewhere better than 0.05m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2009-09-03'),
'2009.068',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4464,
'Alias test (999)',
'transformation',
5806,
5807,
'OGP-test',
999,
1262,
'Testing the Registry',
1,
9653,
9001,
9001,
'For testing purposes only.',
'Shell',
'OGP',
TO_DATE('2010-03-05'),
'2009.058 2010.026 2010.027',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 4476,
'RGM04 to WGS 84 (1)',
'transformation',
4470,
4326,
'OGP-Myt',
1,
1159,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGM04 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4477,
'RGSPM06 to WGS 84 (1)',
'transformation',
4463,
4326,
'OGP-SPM',
1,
1220,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGSPM06 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4478,
'Cadastre 1997 to RGM04 (1)',
'transformation',
4475,
4470,
'Certu-Myt',
1,
3340,
'Accuracy +/- 0.1 metre.',
0.1,
9603,
Null,
Null,
'May be taken as approximate transformation Cadastre 1997 to WGS 84 - see transformation code 4290.',
'CERTU.',
'OGP',
TO_DATE('2009-10-16'),
'2009.072',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4560,
'RRAF 1991 to WGS 84 (1)',
'transformation',
4558,
4326,
'IGN-FrAnt',
1,
2824,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RRAF91 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4561,
'RRAF 1991 to Martinique 1987 height (1)',
'transformation',
4557,
5756,
'IGN Mtq',
1,
3276,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1987. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2010-03-30'),
'2009.073 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4562,
'RRAF 1991 to Guadeloupe 1988 height (1)',
'transformation',
4557,
5757,
'IGN Glp GT',
1,
2892,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore areas.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4563,
'RRAF 1991 to IGN 1988 MG height (1)',
'transformation',
4557,
5617,
'IGN Glp MG',
1,
2894,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 MG. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4564,
'RRAF 1991 to IGN 1988 SM height (1)',
'transformation',
4557,
5620,
'IGN Glp StM',
1,
2890,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 SM. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4565,
'RRAF 1991 to IGN 1988 LS height (1)',
'transformation',
4557,
5616,
'IGN Glp LSt',
1,
2895,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 LS. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4566,
'RRAF 1991 to IGN 1992 LD height (1)',
'transformation',
4557,
5618,
'IGN Glp Des',
1,
2893,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.5m within onshore area.',
0.5,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1992 LD. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4567,
'RRAF 1991 to IGN 1988 SB height (1)',
'transformation',
4557,
5619,
'IGN Glp StB',
1,
2891,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 SB. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4590,
'ITRF88 to ITRF2000 (1)',
'transformation',
4910,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4591,
'ITRF89 to ITRF2000 (1)',
'transformation',
4911,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-14'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4592,
'ITRF90 to ITRF2000 (1)',
'transformation',
4912,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4593,
'ITRF91 to ITRF2000 (1)',
'transformation',
4913,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4594,
'ITRF92 to ITRF2000 (1)',
'transformation',
4914,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4595,
'ITRF93 to ITRF2000 (1)',
'transformation',
4915,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1988.0. Rates dX=0.0029 m/yr, dy=0.0002 m/yr, dZ=0.0006 m/yr, rX=0.00011"/yr, rY=0.00019"/yr, rZ=-0.00007"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4596,
'ITRF94 to ITRF2000 (1)',
'transformation',
4916,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4597,
'ITRF96 to ITRF2000 (1)',
'transformation',
4917,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS) ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4598,
'ITRF97 to ITRF2000 (1)',
'transformation',
4918,
4919,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 1997.0. Rates dX=0.0000 m/yr, dy=0.0006 m/yr, dZ=0.0014 m/yr, rX=rY=0.0"/yr, rZ=-0.00002"/yr, dS=-0.00001 ppm/yr.',
'International Earth Rotation Service (IERS). ftp://itrf.ign.fr/pub/itrf/ITRF.TP',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4599,
'ITRF2000 to ITRF2005 (1)',
'transformation',
4919,
4896,
'IERS',
1,
1262,
'Geodesy.',
0,
1033,
Null,
Null,
'At epoch 2000.0. Rates dX=0.0002 m/yr, dy=-0.0001 m/yr, dZ=0.0018 m/yr, rX=rY=rZ=0.0"/yr, dS=-0.00008 ppm/yr.',
'International Earth Rotation Service (IERS). http://itrf.ign.fr/ITRF_solutions/2005/tp_05-00.php',
'OGP',
TO_DATE('2009-11-13'),
'2009.083',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4648,
'UTM zone 32N with prefix',
'conversion',
Null,
Null,
'',
Null,
3643,
'Large and medium scale topographic mapping and engineering survey.',
Null,
9807,
Null,
Null,
'Variant of UTM zone 32N with zone number prefixed to easting.',
'Landesvermessungsamt Schleswig-Holstein.',
'OGP',
TO_DATE('2009-11-14'),
'2009.071',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4649,
'DHDN / 3-degree Gauss-Kruger zone 3 to ETRS89 / zone TM32 (1)',
'transformation',
31467,
4647,
'LVSH-Deu SH west',
1,
3659,
'Official transformation in Schleswig-Holstein for the land survey register (ALKIS) and topographic database (ATKIS).',
0.05,
1036,
Null,
Null,
'Used by all state government agencies. The same parameter file is used for DHDN / 3GK zone 4 to ETRS89 / zone TM32 (1) (tfm code 4650).',
'Landesvermessungsamt Schleswig-Holstein',
'OGP',
TO_DATE('2009-11-17'),
'2009.071',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4650,
'DHDN / 3-degree Gauss-Kruger zone 4 to ETRS89 / zone TM32 (1)',
'transformation',
31468,
4647,
'LVSH-Deu SH east',
1,
3644,
'Official transformation in Schleswig-Holstein for the land survey register (ALKIS) and topographic database (ATKIS).',
0.05,
1036,
Null,
Null,
'Used by all state government agencies. The same parameter file is used for DHDN / 3GK zone 3 to ETRS89 / zone TM32 (1) (tfm code 4649).',
'Landesvermessungsamt Schleswig-Holstein',
'OGP',
TO_DATE('2009-11-17'),
'2009.071',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4651,
'Newlyn height to EVRF2000 height (1)',
'transformation',
5701,
5730,
'EuG-Gbr',
1,
2792,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 31 points. RMS residual 0.026m, maximum residual 0.080m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-11-14'),
'2009.096',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4825,
'Cape Verde National',
'conversion',
Null,
Null,
'',
Null,
1062,
'Topographic, cadastral and engineering survey and mapping and GIS.',
Null,
9802,
Null,
Null,
'Adopted October 2004.',
'Ministry of Infrastructure and Transportation.',
'OGP',
TO_DATE('2009-11-14'),
'2009.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4827,
'S-JTSK to ETRS89 (4)',
'transformation',
4156,
4258,
'UGKK-Svk',
4,
1211,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Derived at approximately 700 points. Scale difference incorporated into rotation matrix. Replaces S-JTSK to ETRS89 (3) (code 4829) to use more common method. May be taken as approximate transformation S-JTSK to WGS 84 - see code 4836.',
'Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-02-13'),
'2009.095 2010.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4828,
'S-JTSK to WGS 84 (4)',
'transformation',
4156,
4326,
'EPSG-Svk',
2,
1211,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from S-JTSK to ETRS89 (4) (code 4827). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-11-17'),
'2009.095 2010.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 4829,
'S-JTSK to ETRS89 (3)',
'transformation',
4156,
4258,
'UGKK-Svk',
3,
1211,
'For applications to an accuracy of 0.5 metre.',
0.5,
9636,
Null,
Null,
'Replaced by S-JTSK to ETRS89 (4) (code 4827) to use more commonly encountered transformation method.',
'Urad Geodezie, Kartografie a Katastra via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2009-11-17'),
'2009.095',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4830,
'Amersfoort to ETRS89 (5)',
'transformation',
4289,
4258,
'NCG-Nld 2008',
5,
1275,
'Accuracy 0.5m',
0.5,
9607,
Null,
Null,
'Replaces Amersfoort to ETRS89 (3) (tfm code 15739). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas method - see tfm code 4831.',
'Nederlandse Commissie voor Geodesie (NCG).',
'OGP',
TO_DATE('2009-11-20'),
'2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4831,
'Amersfoort to ETRS89 (6)',
'transformation',
4289,
4258,
'NCG-Nld 2008',
6,
1275,
'Accuracy 0.5m',
0.5,
9636,
Null,
Null,
'Replaces Amersfoort to ETRS89 (4) (tfm code 15740). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 4830.',
'Nederlandse Commissie voor Geodesie (NCG).',
'OGP',
TO_DATE('2009-11-20'),
'2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4832,
'Mexican Datum of 1993 to WGS 84 (1)',
'transformation',
4483,
4326,
'OGP-Mex',
1,
1160,
'Accuracy 1m.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4833,
'Amersfoort to WGS 84 (4)',
'transformation',
4289,
4326,
'OGP-Nld',
3,
1275,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values from Amersfoort to ETRS89 (5) (tfm code 4830) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (3) (code 15934).',
'OGP',
'OGP',
TO_DATE('2009-11-20'),
'2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4834,
'Chua to WGS 84 (3)',
'transformation',
4224,
4326,
'OGP-Bra DF post 2000',
3,
3619,
'Cartography System of Distrito Federal (SICAD)',
5,
9603,
Null,
Null,
'Parameter values from Chua to SIRGAS 2000 (1) (tfm code 4069) assuming that within the tfm accuracy SIRGAS 2000 is equivalent to WGS 84.',
'Sistema Cartografico do Distrito Federal',
'OGP',
TO_DATE('2010-03-30'),
'2009.104 2009.106',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 4835,
'Tahiti 79 to WGS 84 (1)',
'transformation',
4690,
4326,
'EPSG-Pyf',
1,
3124,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahiti 79 to RGPF (1) (tfm code 15756).',
'OGP',
'OGP',
TO_DATE('2010-02-04'),
'2010.012',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4836,
'S-JTSK to WGS 84 (4)',
'transformation',
4156,
4326,
'EPSG-Svk',
2,
1211,
'For applications to an accuracy of 1 metre.',
1,
9606,
Null,
Null,
'Parameter values from S-JTSK to ETRS89 (4) (code 4827). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2010-02-09'),
'2010.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4837,
'Amersfoort to ED50 (1)',
'concatenated operation',
4289,
4230,
'NAM-Nld 2006',
1,
1275,
'Oil and gas exploration and production.',
Null,
Null,
Null,
Null,
'Adopted by NAM in 2006, replacing polynomial tfms 1046, 1047, 1050 and 1051.',
'Shell / NAM',
'OGP',
TO_DATE('2010-02-13'),
'2009.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4838,
'LCC Germany',
'conversion',
Null,
Null,
'',
Null,
3339,
'Single projection for all Germany. Used for conformal mapping at scales of 1:500,000 and smaller.',
Null,
9802,
Null,
Null,
'Variant for Germany of LCC Europe (proj code 19985). Gauss-Kruger used for applications at scales larger than 1:500,000.',
'Geodatenzentrum (GDZ) am Bundesamt fuer Kartographie und Geodaesie (BKG).',
'OGP',
TO_DATE('2010-03-01'),
'2010.008',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4840,
'RGFG95 to WGS 84 (2)',
'transformation',
4624,
4326,
'IGN-Guf 2',
2,
1097,
'Accuracy +/- 2 metres.',
1,
9603,
Null,
Null,
'Replaces RGFG95 to WGS 84 (1) (code 1907) which was not put into official use but issued in error.',
'IGN Paris.',
'OGP',
TO_DATE('2010-03-30'),
'2010.004',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4841,
'Norway TM zone 15',
'conversion',
Null,
Null,
'',
Null,
3656,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4842,
'Norway TM zone 16',
'conversion',
Null,
Null,
'',
Null,
3657,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4843,
'Norway TM zone 17',
'conversion',
Null,
Null,
'',
Null,
3658,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4844,
'Norway TM zone 18',
'conversion',
Null,
Null,
'',
Null,
3660,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4845,
'Norway TM zone 5',
'conversion',
Null,
Null,
'',
Null,
3636,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4846,
'Norway TM zone 6',
'conversion',
Null,
Null,
'',
Null,
3639,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4847,
'Norway TM zone 7',
'conversion',
Null,
Null,
'',
Null,
3647,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4848,
'Norway TM zone 8',
'conversion',
Null,
Null,
'',
Null,
3648,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4849,
'Norway TM zone 9',
'conversion',
Null,
Null,
'',
Null,
3649,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4850,
'Norway TM zone 10',
'conversion',
Null,
Null,
'',
Null,
3650,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4851,
'Norway TM zone 11',
'conversion',
Null,
Null,
'',
Null,
3651,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4852,
'Norway TM zone 12',
'conversion',
Null,
Null,
'',
Null,
3653,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4853,
'Norway TM zone 13',
'conversion',
Null,
Null,
'',
Null,
3654,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4854,
'Norway TM zone 14',
'conversion',
Null,
Null,
'',
Null,
3655,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4881,
'Norway TM zone 19',
'conversion',
Null,
Null,
'',
Null,
3661,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 4905,
'PTRA08 to WGS 84 (1)',
'transformation',
5013,
4326,
'OGP-pt RA',
1,
3670,
'PTRA08 and WGS 84 are realisations of ITRS coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5000,
'Norway TM zone 20',
'conversion',
Null,
Null,
'',
Null,
3662,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5001,
'Norway TM zone 21',
'conversion',
Null,
Null,
'',
Null,
3663,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5002,
'Norway TM zone 22',
'conversion',
Null,
Null,
'',
Null,
3665,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5003,
'Norway TM zone 23',
'conversion',
Null,
Null,
'',
Null,
3667,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5004,
'Norway TM zone 24',
'conversion',
Null,
Null,
'',
Null,
3668,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5005,
'Norway TM zone 25',
'conversion',
Null,
Null,
'',
Null,
3669,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5006,
'Norway TM zone 26',
'conversion',
Null,
Null,
'',
Null,
3671,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5007,
'Norway TM zone 27',
'conversion',
Null,
Null,
'',
Null,
3672,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5008,
'Norway TM zone 28',
'conversion',
Null,
Null,
'',
Null,
3673,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5009,
'Norway TM zone 29',
'conversion',
Null,
Null,
'',
Null,
3674,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5010,
'Norway TM zone 30',
'conversion',
Null,
Null,
'',
Null,
3676,
'Engineering survey.',
Null,
9807,
Null,
Null,
'UTM used as official map projection. This is an official alternative for construction projects.',
'Norwegian Mapping Authority',
'OGP',
TO_DATE('2010-02-20'),
'2009.105',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5019,
'Portugal Bonne New',
'conversion',
Null,
Null,
'',
Null,
1294,
'1:50,000 topographic mapping.',
Null,
9828,
Null,
Null,
'Replaces original definition referenced to Lisbon meridian (proj code 19979).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-13'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5020,
'Portuguese Grid New',
'conversion',
Null,
Null,
'',
Null,
1294,
'Large and medium scale topographic mapping and engineering survey.',
Null,
9807,
Null,
Null,
'Replaces original definition referenced to Lisbon meridian (proj code 19969).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-13'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5021,
'Porto Santo 1995 to PTRA08 (1)',
'transformation',
4663,
5013,
'IGP-Prt MadArch',
1,
1314,
'2-metre accuracy.',
2,
9603,
Null,
Null,
'Derived at 34 points in May 2009. Residuals at 25 test points within 0.5m horizontal and 2m vertical. Info source also provides a Position Vector tfm of similar accuracy. See codes 5022 and 5023 for preferred tfms for islands of Porto Santo and Maderia.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5022,
'Porto Santo 1995 to PTRA08 (2)',
'transformation',
4663,
5013,
'IGP-Prt Mad',
2,
3679,
'1 metre accuracy.',
1,
9606,
Null,
Null,
'Derived at 22 points in May 2009. Residuals at 17 test points within 0.1m horizontal and 1m vertical. Info source also provides a less accurate 3-parameter transformation (dX=-503.174m, dY=-247.255m, dZ=312.316m).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5023,
'Porto Santo 1995 to PTRA08 (3)',
'transformation',
4663,
5013,
'IGP-Prt Porto Santo',
3,
3680,
'For applications requiring sub-metre accuracy.',
0.2,
9603,
Null,
Null,
'Derived at 14 points in May 2009. Residuals at 6 test points within 0.1m horizontal and 0.2m vertical. Info source also provides a 7-parameter Position Vector transformation of similar accuracy.',
'Instituto Geografico Portuguese; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5024,
'Azores Oriental 1995 to PTRA08 (1)',
'transformation',
4664,
5013,
'IGP-Prt Az E',
1,
1345,
'2-metre accuracy.',
2,
9603,
Null,
Null,
'Derived at 53 points in May 2009. Residuals at 58 test points within 0.2m horizontal and 2m vertical. Info source also provides a Position Vector tfm of similar accuracy. See codes 5025-26 for preferred tfms for islands of Sao Miguel and Santa Maria.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5025,
'Azores Oriental 1995 to PTRA08 (2)',
'transformation',
4664,
5013,
'IGP-Prt Az Mig',
2,
2871,
'0.3-metre accuracy.',
0.3,
9603,
Null,
Null,
'Derived at 36 points in May 2009. Residuals at 43 test points within 0.2m horizontal and 0.3m vertical. Info source also provides a 7-parameter Position Vector transformation of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5026,
'Azores Oriental 1995 to PTRA08 (3)',
'transformation',
4664,
5013,
'IGP-Prt Az S.Maria',
3,
3683,
'0.1-metre accuracy.',
0.1,
9603,
Null,
Null,
'Derived at 18 points in May 2009. Residuals at 14 test points within 0.1m. Info source also provides a 7-parameter Position Vector transformation of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5027,
'Azores Central 1995 to PTRA08 (1)',
'transformation',
4665,
5013,
'IGP-Prt Az C',
1,
1301,
'2-metre accuracy.',
2,
9603,
Null,
Null,
'Derived at 112 points in May 2009. Residuals at 184 test points within 0.5m horizontal and 1m vertical. Info source also provides a Position Vector tfm of similar accuracy. See codes 5028-32 for preferred tfms for individual islands.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5028,
'Azores Central 1995 to PTRA08 (2)',
'transformation',
4665,
5013,
'IGP-Prt Az Faial',
2,
2873,
'0.5-metre accuracy.',
0.5,
9603,
Null,
Null,
'Derived at 24 points in May 2009. Residuals at 37 test points within 0.1m horizontal and 0.3m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5029,
'Azores Central 1995 to PTRA08 (3)',
'transformation',
4665,
5013,
'IGP-Prt Az Graciosa',
3,
3681,
'0.2-metre accuracy.',
0.2,
9603,
Null,
Null,
'Derived at 11 points in May 2009. Residuals at 15 test points within 0.1m horizontal and 0.2m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5030,
'Azores Central 1995 to PTRA08 (4)',
'transformation',
4665,
5013,
'IGP-Prt Az Pico',
4,
2874,
'1-metre accuracy.',
1,
9603,
Null,
Null,
'Derived at 34 points in May 2009. Residuals at 38 test points within 0.2m horizontal and 1m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5031,
'Azores Central 1995 to PTRA08 (5)',
'transformation',
4665,
5013,
'IGP-Prt Az S.Jorge',
5,
2875,
'0.8-metre accuracy.',
0.8,
9603,
Null,
Null,
'Derived at 17 points in May 2009. Residuals at 60 test points within 0.1m horizontal and 0.8m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5032,
'Azores Central 1995 to PTRA08 (6)',
'transformation',
4665,
5013,
'IGP-Prt Az Terceira',
6,
2872,
'0.6-metre accuracy.',
0.6,
9603,
Null,
Null,
'Derived at 26 points in May 2009. Residuals at 34 test points within 0.1m horizontal and 0.6m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5033,
'Azores Occidental 1939 to PTRA08 (1)',
'transformation',
4182,
5013,
'IGP-Prt Az W',
1,
1344,
'0.5-metre accuracy.',
0.5,
9603,
Null,
Null,
'Derived at 21 points in May 2009. Residuals at 18 test points within 0.1m horizontal and 0.2m vertical. Info source also provides a Position Vector tfm of similar accuracy. See codes 5034-35 for preferred tfms for islands of Flores and Corvo.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5034,
'Azores Occidental 1939 to PTRA08 (2)',
'transformation',
4182,
5013,
'IGP-Prt Az Flores',
2,
3684,
'0.2-metre accuracy.',
0.2,
9603,
Null,
Null,
'Derived at 18 points in May 2009. Residuals at 15 test points within 0.1m horizontal and 0.2m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5035,
'Azores Occidental 1939 to PTRA08 (3)',
'transformation',
4182,
5013,
'IGP-Prt Az Corvo',
3,
3685,
'0.3-metre accuracy.',
0.3,
9603,
Null,
Null,
'Derived at 3 points in May 2009. Residuals at these points within 0.1m horizontal and 0.3m vertical. Info source also provides a Position Vector tfm of similar accuracy.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-31'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5036,
'Datum 73 to ETRS89 (4)',
'transformation',
4274,
4258,
'CGC-Prt 2009 3m',
4,
1294,
'3-metre accuracy.',
3,
9603,
Null,
Null,
'Derived in July 2009 from 119 common stations. Residuals at 833 test points under 3m.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5037,
'Datum 73 to ETRS89 (5)',
'transformation',
4274,
4258,
'CGC-Prt 2009 2m',
5,
1294,
'2-metre accuracy.',
2,
9606,
Null,
Null,
'Derived in July 2009 from 119 common stations. Residuals at 833 test points under 2m. Replaces Datum 73 to ETRS89 (3) (tfm code 1992).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5038,
'Lisbon to ETRS89 (3)',
'transformation',
4207,
4258,
'CGC-Prt 2009 7m',
3,
1294,
'7-metre accuracy.',
7,
9603,
Null,
Null,
'Derived in July 2009 from 119 common stations. Residuals at 833 test points under 8m. Info source also gives a Position Vector tfm which is of similar accuracy. Replaces Lisbon to ETRS89 (2) (tfm code 1997).',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5039,
'Lisbon 1890 to ETRS89 (1)',
'transformation',
4666,
4258,
'CGC-Prt 5m',
1,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Parameter values taken from Lisbon 1890 to WGS 84 (1) (tfm code 1986) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5040,
'ED50 to ETRS89 (13)',
'transformation',
4230,
4258,
'CGC-Prt 5m',
13,
1294,
'For low resolution applications.',
5,
9603,
Null,
Null,
'Parameter values taken from ED50 to WGS 84 (33) (tfm code 1985) assuming that ETRS89 and WGS 84 are the same within the accuracy of the transformation.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5043,
'Pulkovo 1995 to WGS 84 (2)',
'transformation',
4200,
4326,
'GOST-Rus 2008',
2,
1198,
'Accuracy 1 metre.',
1,
9607,
Null,
Null,
'Derived through concatenation of Pulkovo 1995 to PZ-90.02 to WGS 84. Replaces Pulkovo 1995 to WGS 84 (1), tfm code 1281.',
'GOST R 51794-2008, approved by GosStandard of Russia Decree #609 of December 18, 2008. GOST R 51794-2008 supersedes GOST R 51794-2001.',
'OGP',
TO_DATE('2010-03-29'),
'2010.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5044,
'Pulkovo 1942 to WGS 84 (20)',
'transformation',
4284,
4326,
'GOST-Rus 2008',
20,
1198,
'Accuracy 3 metres.',
3,
9607,
Null,
Null,
'Derived through concatenation of Pulkovo 1942 to PZ-90.02 to WGS 84. Replaces Pulkovo 1942 to WGS 84 (17) (code 1267).',
'GOST R 51794-2008, approved by GosStandard of Russia Decree #609 of December 18, 2008. GOST R 51794-2008 supersedes GOST R 51794-2001.',
'OGP',
TO_DATE('2010-03-29'),
'2010.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5045,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (4)',
'transformation',
27038,
3392,
'MoO-Irq map A sheet 3',
4,
3719,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-347, dY=180 and dZ=156m. Other maps give different values - see tfm code 5081',
'Ministry of Oil.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5046,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (12)',
'transformation',
27037,
3391,
'MoO-Irq map A sheet 14',
12,
3728,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-319, dY=185 and dZ=188m. Other maps give different values - see tfm code 5089.',
'Ministry of Oil 2008.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5047,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (13)',
'transformation',
27037,
3391,
'MoO-Irq map A sheet 13',
13,
3729,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-306, dY=196 and dZ=181m.',
'Ministry of Oil.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5050,
'Aratu to SIRGAS 2000 (1)',
'transformation',
4208,
4674,
'PB-Bra BS 2002',
1,
3700,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5051.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5051,
'Aratu to WGS 84 (13)',
'transformation',
4208,
4326,
'PB-Bra BS 2002',
13,
3700,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (1) (tfm code 5050) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area. Replaces tfm codes 15711 and 15734.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5052,
'Aratu to SIRGAS 2000 (2)',
'transformation',
4208,
4674,
'PB-Bra BC 2002',
2,
2963,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5053.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5053,
'Aratu to WGS 84 (14)',
'transformation',
4208,
4326,
'PB-Bra BC 2002',
14,
2963,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (2) (tfm code 5052) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area. Replaces tfm codes 15710 and 15754.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5054,
'Aratu to SIRGAS 2000 (3)',
'transformation',
4208,
4674,
'PB-Bra ES 2002',
3,
2964,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5055.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5055,
'Aratu to WGS 84 (15)',
'transformation',
4208,
4326,
'PB-Bra ES 2002',
15,
2964,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (3) (tfm code 5054) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area. Replaces tfms 15712 and 15754.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5056,
'Aratu to SIRGAS 2000 (4)',
'transformation',
4208,
4674,
'PB-Bra BSUL 2002',
4,
3699,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5057.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5057,
'Aratu to WGS 84 (16)',
'transformation',
4208,
4326,
'PB-Bra BSUL 2002',
16,
3699,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (4) (tfm code 5056) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5058,
'Aratu to SIRGAS 2000 (5)',
'transformation',
4208,
4674,
'PB-Bra BREC 2002',
5,
3692,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5059.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5059,
'Aratu to WGS 84 (17)',
'transformation',
4208,
4326,
'PB-Bra BREC 2002',
17,
3692,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (5) (tfm code 5058) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5060,
'Aratu to SIRGAS 2000 (6)',
'transformation',
4208,
4674,
'PB-Bra BTUC 2002',
6,
3693,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5061.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5061,
'Aratu to WGS 84 (18)',
'transformation',
4208,
4326,
'PB-Bra BTUC 2002',
18,
3693,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (6) (tfm code 5060) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area. Replaces tfms 1550-1552.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5062,
'Aratu to SIRGAS 2000 (7)',
'transformation',
4208,
4674,
'PB-Bra SEAL 2002',
7,
3696,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5063.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5063,
'Aratu to WGS 84 (19)',
'transformation',
4208,
4326,
'PB-Bra SEAL 2002',
19,
3696,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (7) (tfm code 5062) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5064,
'Aratu to SIRGAS 2000 (8)',
'transformation',
4208,
4674,
'PB-Bra PEPB 2002',
8,
3697,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5065.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5065,
'Aratu to WGS 84 (20)',
'transformation',
4208,
4326,
'PB-Bra PEPB 2002',
20,
3697,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (8) (tfm code 5064) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation.Petrobras preferred parameters for all purposes in the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5066,
'Aratu to SIRGAS 2000 (9)',
'transformation',
4208,
4674,
'PB-Bra RNCE 2002',
9,
3698,
'Oil exploration.',
0.5,
9603,
Null,
Null,
'Derived in 2002. Petrobras preferred transformation for all purposes in the area. May be used as transformation between Aratu and WGS 84 - see tfm code 5067.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5067,
'Aratu to WGS 84 (21)',
'transformation',
4208,
4326,
'PB-Bra RNCE 2002',
21,
3698,
'Oil exploration.',
1,
9603,
Null,
Null,
'Parameters from Aratu to SIRGAS 2000 (9) (tfm code 5066) assuming that SIRGAS 2000 and WGS 84 are equal within the accuracy of the transformation. Petrobras preferred parameters for all purposes in the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-30'),
'2010.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5068,
'Conus Albers',
'conversion',
Null,
Null,
'',
Null,
1323,
'Small scale mapping of lower 48 states.',
Null,
9822,
Null,
Null,
'',
'USGS professional publication 1395.',
'OGP',
TO_DATE('2010-03-26'),
'2010.038',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5073,
'DHDN / 3-degree Gauss-Kruger zone 4 to ETRS89 / UTM zone 32N (1)',
'transformation',
31468,
25832,
'LGN-Deu NI east',
1,
3705,
'Official transformation in Lower Saxony (Niedersachsen) for the land survey register (ALKIS).',
0.02,
1040,
Null,
Null,
'Used by all State of Lower Saxony government agencies. The same parameter file is used for DHDN / 3GK zones 2 and 3 to ETRS89 / UTM zone 32N (tfm codes 5074-75).',
'Landesvermessung und Geobasisinformation Niedersachsen (LGN) (Lower Saxony State Survey), Hannover.',
'OGP',
TO_DATE('2010-03-30'),
'2010.037',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5074,
'DHDN / 3-degree Gauss-Kruger zone 3 to ETRS89 / UTM zone 32N (1)',
'transformation',
31467,
25832,
'LGN-Deu NI central',
1,
3707,
'Official transformation in Lower Saxony (Niedersachsen) for the land survey register (ALKIS).',
0.02,
1040,
Null,
Null,
'Used by all State of Lower Saxony government agencies. The same parameter file is used for DHDN / 3GK zones 2 and 4 to ETRS89 / UTM zone 32N (tfm codes 5075 and 5073).',
'Landesvermessung und Geobasisinformation Niedersachsen (LGN) (Lower Saxony State Survey), Hannover.',
'OGP',
TO_DATE('2010-03-30'),
'2010.037',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5075,
'DHDN / 3-degree Gauss-Kruger zone 2 to ETRS89 / UTM zone 32N (1)',
'transformation',
31466,
25832,
'LGN-Deu NI west',
1,
3703,
'Official transformation in Lower Saxony (Niedersachsen) for the land survey register (ALKIS).',
0.02,
1040,
Null,
Null,
'Used by all State of Lower Saxony government agencies. The same parameter files are used for DHDN / 3GK zones 3 and 4 to ETRS89 / UTM zone 32N (tfm codes 5073-74).',
'Landesvermessung und Geobasisinformation Niedersachsen (LGN) (Lower Saxony State Survey), Hannover.',
'OGP',
TO_DATE('2010-03-30'),
'2010.037',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5076,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (18)',
'transformation',
27038,
3392,
'MoO-Irq map A sheet 17',
18,
3704,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-329, dY=176 and dZ=151m. Other maps give different values - see tfm code 5092.',
'Ministry of Oil.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5077,
'Karbala 1979 to IGRS (1)',
'transformation',
4743,
3889,
'MWR-Irq 2009',
1,
1124,
'Accuracy 0.3m.',
0.3,
9603,
Null,
Null,
'Derived at 95 stations mostly south of Baghdad but including 3 in Kirkuk-Erbil area. Maximum residuals 0.3m. May be used as a tfm to WGS 84 - see tfm code 5078.',
'Survey Directorate, Ministry of Water Resources.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5078,
'Karbala 1979 to WGS 84 (2)',
'transformation',
4743,
4326,
'OGP-Irq 2009',
3,
1124,
'Accuracy 1m.',
0.3,
9603,
Null,
Null,
'Parameter values from Karbala 1979 to IGRS (1) (tfm code 5077) assuming that IGRS is equivalent to WGS 84 within the accuracy of the transformation. Replaces Karbala 1979 to WGS 84 (1) (tfm code 15872).',
'OGP',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5079,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (1)',
'transformation',
27037,
3391,
'MoO-Irq map B sheet 1',
1,
3714,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-346, dY=216 and dZ=156m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5080,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (2)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 2',
2,
3717,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-351, dY=190 and dZ=171m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5081,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (3)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 3',
3,
3719,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-351, dY=184 and dZ=156m. Other maps give different values - see tfm code 5045.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5082,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (5)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 5',
5,
3701,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations fromn Nahrwan 1967 to Karbala 1979 of dX=-337, dY=192 and dZ=172m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5083,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (6)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 6',
6,
3715,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-335, dY=181 and dZ=183m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5084,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (7)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 7',
7,
3718,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-345, dY=182 and dZ=152m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5085,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (8)',
'transformation',
27037,
3391,
'MoO-Irq map B sheet 8',
8,
3722,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-313, dY=203 and dZ=173m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5086,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (9)',
'transformation',
27037,
3391,
'MoO-Irq map B sheet 9',
9,
3723,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-320 dY=197 and dZ=167m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5087,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (10)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 10',
10,
3724,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-323, dY=179 and dZ=172m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5088,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (11)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 11',
11,
3725,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-330, dY=176 and dZ=162m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5089,
'Nahrwan 1967 / UTM zone 37N to Karbala 1979 / UTM zone 37N (14)',
'transformation',
27037,
3391,
'MoO-Irq map B sheet 14',
14,
3728,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-325, dY=192 and dZ=188m. Other maps give different values - see tfm code 5046.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5090,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (15)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 15',
15,
3709,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-322, dY=178 and dZ=182m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5091,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (16)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 16',
16,
3695,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-325, dY=163 and dZ=181m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5092,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (17)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 17',
17,
3704,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-338, dY=166 and dZ=173m. Other maps give different values - see tfm code 5076.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5093,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (19)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 19',
19,
3706,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-303, dY=185 and dZ=163m. Other maps give different values - see tfm code 5098.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5094,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (20)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 20',
20,
3708,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-319, dY=186 and dZ=160m. Other maps give different values - see tfm code 5099.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5095,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (21)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 21',
21,
3710,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-324, dY=178 and dZ=154m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5096,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (24)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 24',
24,
3711,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-313, dY=193 and dZ=153m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5097,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (25)',
'transformation',
27038,
3392,
'MoO-Irq map B sheet 25',
25,
3712,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-308, dY=177 and dZ=146m.',
'Ministry of Oil 2008 licence round.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5098,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (22)',
'transformation',
27038,
3392,
'MoO-Irq map A sheet 19',
22,
3706,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-304, dY=184 and dZ=166m. Other maps give different values - see tfm code 5093.',
'Ministry of Oil.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5099,
'Nahrwan 1967 / UTM zone 38N to Karbala 1979 / UTM zone 38N (23)',
'transformation',
27038,
3392,
'MoO-Irq map A sheet 20',
23,
3708,
'Approximate tfm of seismic data acquired before 1985 to CRS used post 1985.',
5,
9656,
Null,
Null,
'There is some doubt as to whether source CRS is Nahrwan 1967 or Nahrwan 1934. May be emulated using geocentric translations from Nahrwan 1967 to Karbala 1979 of dX=-320, dY=185 and dZ=162m. Other maps give different values - see tfm code 5094.',
'Ministry of Oil.',
'OGP',
TO_DATE('2010-03-31'),
'2009.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5400,
'Baltic height to Caspian depth (1)',
'transformation',
5705,
5706,
'Caspian Sea',
1,
1291,
'Vertical datum change for hydrographic charting.',
0,
9616,
Null,
Null,
'Baltic datum plane is 28m above Caspian datum plane.',
'',
'OGP',
TO_DATE('2010-03-30'),
'2006.890 2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5401,
'Belfast to Malin Head',
'transformation',
5732,
5731,
'OSNI-Gbr NI',
1,
1305,
'Vertical datum change for large scale topographic mapping and engineering survey.',
0.01,
9616,
Null,
Null,
'Belfast datum is 37mm above Malin Head datum.',
'',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5402,
'Baltic height to AIOC95 depth (1)',
'transformation',
5705,
5734,
'AIOC95-Aze',
1,
2592,
'Vertical datum change for engineering surveying.',
0,
9616,
Null,
Null,
'Baltic datum plane is 26.3m above AIOC95 datum plane.',
'BP',
'OGP',
TO_DATE('2008-04-11'),
'2006.890 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5403,
'AIOC95 depth to Caspian depth (1)',
'transformation',
5734,
5706,
'AIOC95-Aze',
1,
2592,
'Vertical datum change for hydrographic charting.',
0,
9616,
Null,
Null,
'AIOC95 datum plane is 1.7m above Caspian datum plane.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'2006.890 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5404,
'Baltic to Black Sea (1)',
'transformation',
5705,
5735,
'Black Sea',
1,
1102,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum is 0.4m above Black Sea datum.',
'BP',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5405,
'Hong Kong Principal height to Hong Kong Chart depth (1)',
'transformation',
5738,
5739,
'SMO-HK',
1,
1118,
'Vertical datum change for hydrographic charting.',
0,
9616,
Null,
Null,
'HKPD is 0.146m above chart datum.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5406,
'Belfast to Malin Head (1)',
'transformation',
5732,
5731,
'OSNI-Gbr NI',
1,
1305,
'Vertical datum change for large scale topographic mapping and engineering survey.',
0.01,
9616,
Null,
Null,
'Belfast datum is 37mm below Malin Head datum.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5407,
'Poolbeg to Malin Head (1)',
'transformation',
5754,
5731,
'OSI-Ire',
1,
1305,
'Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.',
0.1,
9616,
Null,
Null,
'Poolbeg datum is 2.7m below Malin Head datum. Transformations are subject to localised anomalies.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5408,
'Poolbeg to Belfast (1)',
'transformation',
5754,
5732,
'OSNI-Gbr NI',
1,
1305,
'Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.',
0.1,
9616,
Null,
Null,
'Poolbeg datum is 2.7m below Belfast datum. Transformations are subject to localised anomalies.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5409,
'NGVD29 height to NAVD88 height (1)',
'transformation',
5702,
5703,
'NGS-US Conus W',
1,
2950,
'Accuracy 2cm',
0.02,
9658,
Null,
Null,
'Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).',
'National Geodetic Survey, www.ngs.noaa.gov',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5410,
'NGVD29 height to NAVD88 height (2)',
'transformation',
5702,
5703,
'NGS-US Conus C',
2,
2949,
'Accuracy 2cm',
0.02,
9658,
Null,
Null,
'Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).',
'National Geodetic Survey, www.ngs.noaa.gov',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5411,
'NGVD29 height to NAVD88 height (3)',
'transformation',
5702,
5703,
'NGS-US Conus E',
3,
2948,
'Accuracy 2cm',
0.02,
9658,
Null,
Null,
'Interpolation within the gridded data file may be made using any of the horizontal CRSs NAD27, NAD83 or NAD83(HARN).',
'National Geodetic Survey, www.ngs.noaa.gov',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5412,
'KOC CD to Kuwait PWD (1)',
'transformation',
5790,
5788,
'KOC-Kwt',
1,
1136,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Construction datum is 0.49m below PWD datum.',
'KOC',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5413,
'KOC CD height to KOC WD depth (1)',
'transformation',
5790,
5789,
'KOC-Kwt',
1,
3267,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Construction Datum datum plane is 4.74m (15.55ft) below Well Datum datum plane.',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5414,
'KOC WD to Kuwait PWD (1)',
'transformation',
5789,
5788,
'KOC-Kwt',
1,
1136,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Well datum is 4.25m above PWD datum.',
'KOC',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5415,
'GHA height to EVRF2000 height (1)',
'transformation',
5778,
5730,
'EuG-Aut',
1,
1037,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 114 points. RMS residual 0.031m, maximum residual 0.061m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5416,
'Baltic 1982 height to EVRF2000 height (1)',
'transformation',
5786,
5730,
'EuG-Bgr',
1,
3224,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 36 points. RMS residual 0.002m, maximum residual 0.006m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2005.180 2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5417,
'DNN height to EVRF2000 height (1)',
'transformation',
5733,
5730,
'EuG-Den',
1,
1080,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 707 points. RMS residual 0.003m, maximum residual 0.009m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5418,
'Baltic to EVRF2000 (1)',
'transformation',
5705,
5730,
'EuG-Est',
1,
1090,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5419,
'NGF IGN69 height to EVRF2000 height (1)',
'transformation',
5720,
5730,
'EuG-Fra',
1,
1326,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Determined at 8 points. RMS residual 0.005m, maximum residual 0.010m. IGN69 datum plane is below EVRF2000 datum plane.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5420,
'DHHN92 height to EVRF2000 height (1)',
'transformation',
5783,
5730,
'EuG-Deu',
1,
3339,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 443 points. RMS residual 0.002m, maximum residual 0.007m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5421,
'DHHN85 height to EVRF2000 height (1)',
'transformation',
5784,
5730,
'EuG-Deu W',
1,
2326,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 363 points. RMS residual 0.004m, maximum residual 0.026m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5422,
'SNN76 height to EVRF2000 height (1)',
'transformation',
5785,
5730,
'EuG-Deu E',
1,
1343,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 73 points. RMS residual 0.004m, maximum residual 0.011m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5423,
'Newlyn to EVRF2000 (1)',
'transformation',
5778,
5730,
'EuG-Gbr',
1,
2792,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5424,
'EOMA height 1980 to EVRF2000 height (1)',
'transformation',
5787,
5730,
'EuG-Hun',
1,
1119,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 35 points. RMS residual 0.003m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5425,
'NAP height to EVRF2000 height (1)',
'transformation',
5709,
5730,
'EuG-Nld',
1,
1275,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Determined at 757 points. RMS residual 0.002m, maximum residual 0.021m. NAP datum plane is below EVRF2000 datum plane.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5426,
'NN54 height to EVRF2000 height (1)',
'transformation',
5776,
5730,
'EuG-Nor',
1,
1352,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 117 points. RMS residual 0.037m, maximum residual 0.076m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5427,
'Cascais height to EVRF2000 height (1)',
'transformation',
5780,
5730,
'EuG-Prt',
1,
1294,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Determined at 5 points. RMS residual 0.013m, maximum residual 0.021m. Cascais datum plane is below EVRF2000 datum plane.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5428,
'NVN99 height to EVRF2000 height (1)',
'transformation',
5779,
5730,
'EuG-Svn',
1,
3307,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 9 points. RMS residual 0.003m, maximum residual 0.004m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2005.180 2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5429,
'Alicante height to EVRF2000 height (1)',
'transformation',
5782,
5730,
'EuG-Esp',
1,
2366,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 70 points. RMS residual 0.010m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5430,
'RH70 height to EVRF2000 height (1)',
'transformation',
5718,
5730,
'EuG-Swe',
1,
3313,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 21 points. RMS residual 0.011m, maximum residual 0.023m. Not recognised by National Land Survey of Sweden. No longer supported by information source.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2008.012 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5431,
'LN02 height to EVRF2000 height (1)',
'transformation',
5728,
5730,
'EuG-Che',
1,
1286,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 225 points. RMS residual 0.033m, maximum residual 0.094m',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2005.180 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5432,
'N60 height to EVRF2000 height (1)',
'transformation',
5717,
5730,
'EuG-Fin',
1,
3333,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Determined at 66 points. RMS residual 0.003m, maximum residual 0.009m. N60 datum plane is above EVRF2000 datum plane.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5433,
'Newlyn height to EVRF2000 height (1)',
'transformation',
5701,
5730,
'EuG-Gbr',
1,
2792,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 5 points. RMS residual 0.019m, maximum residual 0.022m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010 2009.096',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5434,
'Baltic to EVRF2000 (2)',
'transformation',
5705,
5730,
'EuG-Ltu',
2,
1145,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-05-27'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 5435,
'Baltic height to EVRF2000 height (3)',
'transformation',
5705,
5730,
'EuG-Svk',
3,
1211,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 3 points. RMS residual 0.002m, maximum residual 0.001m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-12'),
'2005.890 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5436,
'Baltic height to EVRF2000 height (1)',
'transformation',
5705,
5730,
'EuG-Est',
1,
1090,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 36 points. RMS residual 0.003m, maximum residual 0.005m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-12'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5437,
'Baltic height to EVRF2000 height (2)',
'transformation',
5705,
5730,
'EuG-Ltu',
2,
1145,
'Vertical datum change.',
0.1,
9657,
Null,
Null,
'Determined at 46 points. RMS residual 0.002m, maximum residual 0.003m.',
'EuroGeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-03-12'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5438,
'Baltic height to Caspian height (1)',
'transformation',
5705,
5611,
'Caspian Sea',
1,
1291,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 28m above Caspian datum plane.',
'Hydrographic Department of Azerbaijan.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5440,
'Baltic depth to Caspian depth (1)',
'transformation',
5612,
5706,
'Caspian Sea',
1,
1291,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 28m above Caspian datum plane.',
'Hydrographic Department of Azerbaijan.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5441,
'Baltic depth to Caspian height (1)',
'transformation',
5612,
5611,
'Caspian Sea',
1,
1291,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 28m above Caspian datum plane.',
'Hydrographic Department of Azerbaijan.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5442,
'Baltic height to Baltic depth (1)',
'transformation',
5705,
5612,
'OGP-FSU',
1,
1284,
'Axis change.',
0,
9616,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5443,
'Baltic height to AIOC95 height (1)',
'transformation',
5705,
5797,
'AIOC95-Aze',
1,
2592,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 26.3m above AIOC95 datum plane.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5445,
'Baltic depth to AIOC95 depth (1)',
'transformation',
5612,
5734,
'AIOC95-Aze',
1,
2592,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 26.3m above AIOC95 datum plane.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5446,
'Baltic depth to AIOC95 height (1)',
'transformation',
5612,
5797,
'AIOC95-Aze',
1,
2592,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 26.3m above AIOC95 datum plane.',
'BP',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5447,
'Baltic height to Black Sea height (1)',
'transformation',
5705,
5735,
'Black Sea',
1,
3251,
'Vertical datum change.',
0,
9616,
Null,
Null,
'Baltic datum plane is 0.4m above Black Sea datum plane.',
'BP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5448,
'Poolbeg height to Malin Head height (1)',
'transformation',
5754,
5731,
'OSI-Ire',
1,
1305,
'Vertical datum change for topographic mapping and engineering survey. Accuracy 0.1m.',
0.1,
9616,
Null,
Null,
'Poolbeg datum plane is 2.7m below Malin Head datum plane. Transformations are subject to localised anomalies.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5449,
'Poolbeg height to Belfast height (1)',
'transformation',
5754,
5732,
'OSNI-Gbr NI',
1,
2530,
'Vertical datum change for large scale topographic mapping and engineering survey. Accuracy 0.1m.',
0.1,
9616,
Null,
Null,
'Poolbeg datum plane is 2.7m below Belfast datum plane. Transformations are subject to localised anomalies.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5450,
'KOC CD height to Kuwait PWD height (1)',
'transformation',
5790,
5788,
'KOC-Kwt',
1,
3267,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Construction Datum datum plane is 0.49m below PWD datum plane.',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5452,
'Belfast height to Malin Head height (1)',
'transformation',
5732,
5731,
'OSNI-Gbr NI',
1,
2530,
'Vertical datum change for large scale topographic mapping and engineering survey.',
0.01,
9616,
Null,
Null,
'Belfast datum is 37mm below Malin Head datum.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5453,
'KOC CD height to KOC WD depth (ft) (1)',
'transformation',
5790,
5614,
'KOC-Kwt',
1,
3267,
'Vertical datum change including change of axis unit.',
0.1,
9616,
Null,
Null,
'Construction Datum datum plane is 4.74m (15.55ft) below Well Datum datum plane.',
'KOC',
'OGP',
TO_DATE('2008-03-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5454,
'HKPD height to HKCD depth (1)',
'transformation',
5738,
5739,
'SMO-HK',
1,
1118,
'Vertical datum change for hydrographic charting.',
0,
9616,
Null,
Null,
'HKPD datum plane is 0.146m above HKCD datum plane.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2008-03-14'),
'2006.890 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 5455,
'KOC WD depth to Kuwait PWD height (1)',
'transformation',
5789,
5788,
'KOC-Kwt',
1,
3267,
'Vertical datum change.',
0.1,
9616,
Null,
Null,
'Well Datum datum plane is 4.25m above PWD datum plane.',
'KOC',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8046,
'ED50 to WGS 84 (14)',
'concatenated operation',
4230,
4326,
'5Nat-NSea90',
14,
2330,
'Primarily oil industry usage.',
Null,
Null,
Null,
Null,
'1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Supersedes 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.',
'Norwegian Mapping Authority publication 1990:1 "The transformation between ED50 and WGS84 for exploration purposes in the North Sea".',
'OGP',
TO_DATE('1996-10-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8047,
'ED50 to WGS 84 (15)',
'concatenated operation',
4230,
4326,
'NMA-Nor N65 1991',
15,
2331,
'Oil exploration before 2001.',
Null,
Null,
Null,
Null,
'Replaced by codes 8569 and 1612 in 1997 and 2001. The concatenation of transformations 1147 and 1146 gives the following position vector tfm: dX=-84.491 dY=-100.559 dZ=-114.209 metres rX= -2.4006 rY=-0.5367 rZ=-2.3742 microradians dS=+0.2947 ppm.',
'Statenskartverk note of January 1991 "Om transformasjon mellom geodetiske datum i Norge".',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8094,
'NTF (Paris) to WGS 84 (1)',
'concatenated operation',
4807,
4326,
'EPSG-Fra',
1,
3694,
'?',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8174,
'Bogota 1975 (Bogota) to WGS 84 (1)',
'concatenated operation',
4802,
4326,
'DMA-Col',
1,
3229,
'For military purposes. Accuracy 6m, 5m and 6m in X, Y and Z axes.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8175,
'Monte Mario (Rome) to WGS 84 (1)',
'concatenated operation',
4806,
4326,
'EPSG-Ita',
1,
2339,
'For military purposes. Accuracy 25m in each axis.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8176,
'Tananarive (Paris) to WGS 84 (1)',
'concatenated operation',
4810,
4326,
'EPSG-Mdg',
1,
3273,
'For military purposes. Accuracy not available.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8178,
'Batavia (Jakarta) to WGS 84 (1)',
'concatenated operation',
4813,
4326,
'EPSG-Idn Sumatra',
1,
1355,
'For military purposes. Accuracy 3m in each axis.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1997-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8183,
'HD72 to WGS 84 (1)',
'concatenated operation',
4237,
4326,
'EPSG-Hun',
1,
1119,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8186,
'NTF (Paris) to ED50 (1)',
'concatenated operation',
4807,
4230,
'EPSG-Fra',
1,
1096,
'?',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8188,
'NTF (Paris) to WGS 72 (1)',
'concatenated operation',
4807,
4322,
'EPSG-Fra',
1,
3694,
'?',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8190,
'AGD66 to WGS 84 (2)',
'concatenated operation',
4202,
4326,
'EPSG-Aus 5m',
2,
2575,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. 0.1m accuracy.',
'OGP',
'OGP',
TO_DATE('1998-12-16'),
'1998.500',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8192,
'AGD84 to WGS 84 (3)',
'concatenated operation',
4203,
4326,
'EPSG-Aus 5m',
3,
2575,
'5m accuracy. Approximation assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-12-16'),
'1998.500',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8194,
'AGD84 to WGS 84 (4)',
'concatenated operation',
4203,
4326,
'EPSG-Aus 1m',
4,
2575,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-12-16'),
'1998.500',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8195,
'RT90 to WGS 84 (1)',
'concatenated operation',
4124,
4326,
'EPSG-Swe',
1,
1225,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-04-22'),
'1999.110',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8199,
'Pulkovo 1942 to WGS 84 (2)',
'concatenated operation',
4284,
4326,
'EPSG-Ltu',
2,
1145,
'Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that LKS94(ETRS89) is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-03-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8211,
'Voirol 1875 (Paris) to WGS 84 (1)',
'concatenated operation',
4811,
4326,
'EPSG-Dza N',
1,
1365,
'Oil exploration.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8215,
'Tete to WGS 84 (1)',
'concatenated operation',
4127,
4326,
'EPSG-Moz',
1,
1167,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8217,
'Tete to WGS 84 (2)',
'concatenated operation',
4127,
4326,
'EPSG-Moz A',
2,
2350,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8219,
'Tete to WGS 84 (3)',
'concatenated operation',
4127,
4326,
'EPSG-Moz B',
3,
2351,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8221,
'Tete to WGS 84 (4)',
'concatenated operation',
4127,
4326,
'EPSG-Moz C',
4,
2352,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8223,
'Tete to WGS 84 (5)',
'concatenated operation',
4127,
4326,
'EPSG-Moz D',
5,
2353,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that Moznet is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-04-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8234,
'DHDN to WGS 84 (1)',
'concatenated operation',
4314,
4326,
'EPSG-Deu W',
1,
2326,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-06-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8236,
'Pulkovo 1942 to WGS 84 (11)',
'concatenated operation',
4284,
4326,
'EPSG-Deu E',
11,
1343,
'Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRF89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-06-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8241,
'Madrid 1870 (Madrid) to WGS 84 (1)',
'concatenated operation',
4903,
4326,
'EPSG-Esp',
1,
2366,
'?',
Null,
Null,
Null,
Null,
'',
'See individual transformations.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8243,
'NAD27 to WGS 84 (25)',
'concatenated operation',
4267,
4326,
'EPSG-Can old',
25,
1061,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (27) (code 8404) in Quebec and NAD27 to WGS 84 (26) (code 8245) elsewhere in Canada.',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8245,
'NAD27 to WGS 84 (26)',
'concatenated operation',
4267,
4326,
'EPSG-Can',
26,
1061,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8263,
'MGI (Ferro) to WGS 84 (1)',
'concatenated operation',
4805,
4326,
'DMA-balk',
1,
2370,
'For military purposes only.',
Null,
Null,
Null,
Null,
'Accuracy estimate is not available.',
'OGP',
'OGP',
TO_DATE('1998-12-12'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8386,
'Old Hawaiian to WGS 84 (1)',
'concatenated operation',
4135,
4326,
'EPSG-Usa Hi',
1,
1334,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8388,
'St. Lawrence Island to WGS 84 (1)',
'concatenated operation',
4136,
4326,
'EPSG-Usa AK StL',
1,
1332,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8390,
'St. Paul Island to WGS 84 (1)',
'concatenated operation',
4137,
4326,
'EPSG-Usa AK StP',
1,
1333,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8392,
'St. George Island to WGS 84 (1)',
'concatenated operation',
4138,
4326,
'EPSG-Usa AK StG',
1,
1331,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8394,
'NAD27(CGQ77) to WGS 84 (1)',
'concatenated operation',
4609,
4326,
'EPSG-Can Qc NT1',
1,
1368,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27(CGQ77) to WGS 84 (2) (code 8564).',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8396,
'AGD66 to WGS 84 (3)',
'concatenated operation',
4202,
4326,
'EPSG-Aus ACT 1m',
3,
2283,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8581).',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8398,
'AGD66 to WGS 84 (4)',
'concatenated operation',
4202,
4326,
'EPSG-Aus Tas 1m',
4,
1282,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (9) (code 8576).',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8400,
'AGD66 to WGS 84 (5)',
'concatenated operation',
4202,
4326,
'EPSG-Aus NSW Vic 1m',
5,
2286,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8402,
'Puerto Rico to WGS 84 (1)',
'concatenated operation',
4139,
4326,
'EPSG-PRVI',
1,
1335,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8404,
'NAD27 to WGS 84 (27)',
'concatenated operation',
4267,
4326,
'EPSG-Can QC',
27,
1368,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84. Superseded by NAD27 to WGS 84 (31) (code 8565).',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8406,
'NAD27(76) to WGS 84 (1)',
'concatenated operation',
4608,
4326,
'EPSG-Can On',
1,
1367,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8408,
'AGD66 to WGS 84 (6)',
'concatenated operation',
4202,
4326,
'EPSG-Aus Vic 0.1m',
6,
2285,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD66 to WGS 84 (11) (code 8578).',
'OGP',
'OGP',
TO_DATE('1999-05-24'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8418,
'ATS77 to WGS 84 (1)',
'concatenated operation',
4122,
4326,
'EPSG-Can NB',
1,
1447,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8419,
'ATS77 to WGS 84 (2)',
'concatenated operation',
4122,
4326,
'EPSG-Can PEI',
2,
1533,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8420,
'NAD27 to WGS 84 (32)',
'concatenated operation',
4267,
4326,
'SK PMC-Can SK',
32,
2375,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8421,
'NAD83 to WGS 84 (7)',
'concatenated operation',
4269,
4326,
'SK PMC-Can SK',
7,
2375,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'Dir Geodetic Surveys; SaskGeomatics Div.; Saskatchewan Property Management Company.',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8422,
'NAD83 to WGS 84 (8)',
'concatenated operation',
4269,
4326,
'Alb Env-Can AB',
8,
2376,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'The gridded difference file AB_CSRS.DAC in STEP 1 will need to be renamed to AB_CSRS.gsb to run in some software suites. Formats identical, but AB file is provincial fit only.',
'Geodetic Control Section; Land and Forest Svc; Alberta Environment; http://www.gov.ab.ca/env/land/dos/ or email to geoff.banham@gov.ab.ca',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8453,
'AGD66 to WGS 84 (7)',
'concatenated operation',
4202,
4326,
'EPSG-Aus Tas 0.1m',
7,
1282,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8454,
'AGD66 to WGS 84 (8)',
'concatenated operation',
4202,
4326,
'EPSG-Aus NT 0.1m',
8,
2284,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8457,
'CH1903+ to WGS 84 (1)',
'concatenated operation',
4150,
4326,
'EPSG-CH',
1,
1286,
'Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that CHTRF95 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8460,
'NAD27 to NAD83(HARN) (1)',
'concatenated operation',
4267,
4152,
'NGS-Usa AL',
1,
1372,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8590.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8461,
'NAD27 to NAD83(HARN) (2)',
'concatenated operation',
4267,
4152,
'NGS-Usa AZ',
2,
1373,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8591.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8462,
'NAD27 to NAD83(HARN) (3)',
'concatenated operation',
4267,
4152,
'NGS-Usa CA n',
3,
2297,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8593.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8463,
'NAD27 to NAD83(HARN) (4)',
'concatenated operation',
4267,
4152,
'NGS-Usa CA s',
4,
2298,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8594.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8464,
'NAD27 to NAD83(HARN) (5)',
'concatenated operation',
4267,
4152,
'NGS-Usa CO',
5,
1376,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8595.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8465,
'NAD27 to NAD83(HARN) (6)',
'concatenated operation',
4267,
4152,
'NGS-Usa GA',
6,
1380,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8597.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8466,
'NAD27 to NAD83(HARN) (7)',
'concatenated operation',
4267,
4152,
'NGS-Usa FL',
7,
1379,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8596.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8467,
'NAD27 to NAD83(HARN) (8)',
'concatenated operation',
4267,
4152,
'NGS-Usa ID MT e',
8,
2382,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8611.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8468,
'NAD27 to NAD83(HARN) (9)',
'concatenated operation',
4267,
4152,
'NGS-Usa ID MT w',
9,
2383,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8612.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8469,
'NAD27 to NAD83(HARN) (10)',
'concatenated operation',
4267,
4152,
'NGS-Usa KY',
10,
1386,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8602.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8470,
'NAD27 to NAD83(HARN) (11)',
'concatenated operation',
4267,
4152,
'NGS-Usa LA',
11,
1387,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8603.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8471,
'NAD27 to NAD83(HARN) (12)',
'concatenated operation',
4267,
4152,
'NGS-Usa DE MD',
12,
2377,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8605.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8472,
'NAD27 to NAD83(HARN) (13)',
'concatenated operation',
4267,
4152,
'NGS-Usa ME',
13,
1388,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8604.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8473,
'NAD27 to NAD83(HARN) (14)',
'concatenated operation',
4267,
4152,
'NGS-Usa MI',
14,
1391,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8607.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8474,
'NAD27 to NAD83(HARN) (15)',
'concatenated operation',
4267,
4152,
'NGS-Usa MS',
15,
1393,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8609.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8475,
'NAD27 to NAD83(HARN) (16)',
'concatenated operation',
4267,
4152,
'NGS-Usa NE',
16,
1396,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8613.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8476,
'NAD27 to NAD83(HARN) (17)',
'concatenated operation',
4267,
4152,
'NGS-Usa NewEng',
17,
2378,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8606.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8477,
'NAD27 to NAD83(HARN) (18)',
'concatenated operation',
4267,
4152,
'NGS-Usa NM',
18,
1400,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8616.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8478,
'NAD27 to NAD83(HARN) (19)',
'concatenated operation',
4267,
4152,
'NGS-Usa NY',
19,
1401,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8617.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8479,
'NAD27 to NAD83(HARN) (20)',
'concatenated operation',
4267,
4152,
'NGS-Usa ND',
20,
1403,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8618.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8480,
'NAD27 to NAD83(HARN) (21)',
'concatenated operation',
4267,
4152,
'NGS-Usa OK',
21,
1405,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8620.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8481,
'Puerto Rico to NAD83(HARN) (1)',
'concatenated operation',
4139,
4152,
'NGS-PRVI',
1,
1335,
'Accuracy 0.1m at 67% confidence level.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation Puerto Rico to WGS 84 - see code 8583.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'2009.064',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8482,
'NAD27 to NAD83(HARN) (22)',
'concatenated operation',
4267,
4152,
'NGS-Usa SD',
22,
1410,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8622.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8483,
'NAD27 to NAD83(HARN) (23)',
'concatenated operation',
4267,
4152,
'NGS-Usa TN',
23,
1411,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8623.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8484,
'NAD27 to NAD83(HARN) (24)',
'concatenated operation',
4267,
4152,
'NGS-Usa TX e',
24,
2379,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8624.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8485,
'NAD27 to NAD83(HARN) (25)',
'concatenated operation',
4267,
4152,
'NGS-Usa TX w',
25,
2380,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8625.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8486,
'NAD27 to NAD83(HARN) (26)',
'concatenated operation',
4267,
4152,
'NGS-Usa VA',
26,
1415,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8627.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8487,
'NAD27 to NAD83(HARN) (27)',
'concatenated operation',
4267,
4152,
'NGS-Usa OR WA',
27,
2381,
'Accuracy at 67% confidence level is 0.2m onshore, 5m nearshore and undetermined farther offshore.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8621.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8488,
'NAD27 to NAD83(HARN) (28)',
'concatenated operation',
4267,
4152,
'NGS-Usa WI',
28,
1418,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8629.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8489,
'NAD27 to NAD83(HARN) (29)',
'concatenated operation',
4267,
4152,
'NGS-Usa WY',
29,
1419,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8630.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8496,
'NAD27 to WGS 84 (28)',
'concatenated operation',
4267,
4326,
'NGS-Usa conus',
28,
2374,
'Geodetic survey.',
Null,
Null,
Null,
Null,
'',
'Both transformations from US National Geodetic Survey.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8497,
'NAD27 to WGS 84 (29)',
'concatenated operation',
4267,
4326,
'NGS-Usa AK',
29,
2373,
'Geodetic survey.',
Null,
Null,
Null,
Null,
'',
'Both transformations from US National Geodetic Survey.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8508,
'Old Hawaiian to NAD83(HARN) (1)',
'concatenated operation',
4135,
4152,
'NGS-Usa HI',
1,
1334,
'Assumes NAD83 is coincident with NAD83(HARN). Accuracy about 1m.',
Null,
Null,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs Old Hawaiian (code 4135), NAD83 (code 4269) and NAD83(HARN) have longitudes positive east. May be taken as approximate transformation Old Hawaiin to WGS 84 - see code 8582.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8509,
'NAD27 to NAD83(HARN) (30)',
'concatenated operation',
4267,
4152,
'NGS-Usa IN',
30,
1383,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8599.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8510,
'NAD27 to NAD83(HARN) (31)',
'concatenated operation',
4267,
4152,
'NGS-Usa KS',
31,
1385,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8601.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8511,
'NAD27 to NAD83(HARN) (32)',
'concatenated operation',
4267,
4152,
'NGS-Usa NV',
32,
1397,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8614.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8512,
'NAD27 to NAD83(HARN) (33)',
'concatenated operation',
4267,
4152,
'NGS-Usa OH',
33,
1404,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8619.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8513,
'NAD27 to NAD83(HARN) (34)',
'concatenated operation',
4267,
4152,
'NGS-Usa UT',
34,
1413,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8626.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8514,
'NAD27 to NAD83(HARN) (35)',
'concatenated operation',
4267,
4152,
'NGS-Usa WV',
35,
1417,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8628.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8517,
'Chos Malal 1914 to WGS 84 (1)',
'concatenated operation',
4160,
4326,
'TOT-Arg Neu',
1,
2325,
'Oil exploration',
Null,
Null,
Null,
Null,
'May be implemented using a single step geocentric translations of dx=+5.5m dY=+176.7m dZ=+141.4m.',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8530,
'South Yemen to WGS 84 (1)',
'concatenated operation',
4164,
4326,
'IGN-Yem South',
1,
1340,
'Approximation at the +/- 1m level assuming that NGN96 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'May be implemented as a single transformation using geocentric translations transformation method with parameter values dX=-76m dY=-138m dZ=+67m.',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8532,
'Indian 1960 to WGS 84 (1)',
'concatenated operation',
4131,
4326,
'PV-Vnm',
1,
1495,
'Oil exploration.',
Null,
Null,
Null,
Null,
'May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=+199m dY=+931m dZ=+318.9m rX=rY=0 sec rZ=+0.814 sec dS=-0.38 ppm.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8537,
'Egypt 1907 to WGS 84 (2)',
'concatenated operation',
4229,
4326,
'MCE-Egy',
2,
1086,
'Oil exploration.',
Null,
Null,
Null,
Null,
'Used by Shell. May be implemented as a single transformation using position vector 7-parameter geocentric transformation method with parameter values dX=-121.8m dY=+98.1m dZ=-10.7m rX=rY=0 sec rZ=+0.554 sec dS=+0.2263 ppm.',
'Maridive',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8553,
'NAD27 to NAD83(HARN) (36)',
'concatenated operation',
4267,
4152,
'NGS-Usa IL',
36,
1382,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8598.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8554,
'NAD27 to NAD83(HARN) (37)',
'concatenated operation',
4267,
4152,
'NGS-Usa NJ',
37,
1399,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8615.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2000-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8560,
'AGD84 to WGS 84 (5)',
'concatenated operation',
4203,
4326,
'EPSG-Aus WA',
5,
1280,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Superseded by AGD84 to WGS 84 (6) (code 8579).',
'OGP',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8562,
'Nord Sahara 1959 to WGS 84 (3)',
'concatenated operation',
4307,
4326,
'CGG-Alg HM',
3,
2393,
'Oil exploration.',
Null,
Null,
Null,
Null,
'Derived at IGN monument CFP19 using Transit. Can be implemented as a single 7-param Position Vector transformation with parameter values of dX=-156m dY=-87.2m dZ=+287.8m; rX=rY=0 rZ=+0.814sec; dS=-0.38ppm.',
'',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8563,
'NZGD49 to WGS 84 (3)',
'concatenated operation',
4272,
4326,
'OSG-Nzl 1m',
3,
1175,
'Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.',
Null,
Null,
Null,
Null,
'Assumes WGS 84 is coincident with NZGD2000. Accuracy about 1m.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8564,
'NAD27(CGQ77) to WGS 84 (2)',
'concatenated operation',
4609,
4326,
'EPSG-Can Qc NT2',
2,
1368,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8565,
'NAD27 to WGS 84 (31)',
'concatenated operation',
4267,
4326,
'EPSG-Can Que',
31,
1368,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8566,
'NAD83 to WGS 84 (6)',
'concatenated operation',
4269,
4326,
'EPSG-Can Qc',
6,
1368,
'Approximation at the +/- 1m level assuming that NAD83(CSRS98) is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8567,
'OSGB36 / National Grid to WGS 84 (1)',
'concatenated operation',
27700,
4326,
'EPSG-Gbr',
1,
1264,
'Assumes ETRS89 is coincident with WGS 84. Accuracy about 0.5m.',
Null,
Null,
Null,
Null,
'Assumes ETRF89 is coincident with WGS 84. Accuracy about 0.5m.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8568,
'Deir ez Zor to WGS 84 (1)',
'concatenated operation',
4227,
4326,
'EPSG-Syr',
1,
2329,
'Oil exploration',
Null,
Null,
Null,
Null,
'Can be implemented as a position vector tfm with param. values dX=-174.6 dY=-3.1 dZ=238.1m; rX=rY=0 rZ=0.814"; dS=-0.38 ppm.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8569,
'ED50 to WGS 84 (21)',
'concatenated operation',
4230,
4326,
'EPSG-Nor N65 1997',
21,
2332,
'Oil exploration before 1997/2001.',
Null,
Null,
Null,
Null,
'Included in Statens Kartverk programme wsktrans between 1997 (v3.1) and 2001 (v4.0). Replaced by ED50 to WGS 84 (23) (code 1612) in April 2001.',
'EPSG guidance note #10.',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8570,
'ED50 to ETRS89 (2)',
'concatenated operation',
4230,
4258,
'5Nat-NSea98',
2,
2330,
'Offshore.',
Null,
Null,
Null,
Null,
'Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.',
'Statens Kartverk.',
'OGP',
TO_DATE('2001-06-05'),
'2000.720 2001.060',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8571,
'Accra to WGS 84 (2)',
'concatenated operation',
4168,
4326,
'EPSG-Gha',
2,
1505,
'Oil industry.',
Null,
Null,
Null,
Null,
'Can be implemented as a position vector tfm dX=-171.16 dY=17.29 dZ=325.21m, rX=rY=0 rZ=0.814", dS=-0.38 ppm. See tfm code 15495. Found in use within oil industry erroneously concatenated as dX=-171.16 dY=17.29 dZ=327.81m, rX=rY0 rZ=0.554", dS=0.2263 ppm.',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'2008.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8572,
'Amersfoort to WGS 84 (2)',
'concatenated operation',
4289,
4326,
'EPSG-Nld',
2,
1275,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Parameter values for step 1 from Amersfoort to ETRS89 (2) (code 1751). Step 2 assumes that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Supersedes Amersfoort to WGS 84 (1) (code 1112).',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8573,
'RGF93 to WGS 84 (1)',
'concatenated operation',
4171,
4326,
'EPSG-Fra',
1,
1096,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8574,
'American Samoa 1962 to WGS 84 (2)',
'concatenated operation',
4169,
4326,
'EPSG-Asm',
2,
2288,
'Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.',
Null,
Null,
Null,
Null,
'Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8575,
'American Samoa 1962 to WGS 84 (3)',
'concatenated operation',
4169,
4326,
'EPSG-Asm',
3,
2289,
'Transformation actually to NAD83(HARN), but for many purposes NAD83(HARN) can be considered to be coincident with WGS 84.',
Null,
Null,
Null,
Null,
'Transformation actually to NAD83(HARN), but for many purposes NAD83(HARNS) can be considered to be coincident with WGS 84.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8576,
'AGD66 to WGS 84 (9)',
'concatenated operation',
4202,
4326,
'EPSG-Aus Tas 1m',
9,
1282,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (4) (code 8398).',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8577,
'AGD66 to WGS 84 (10)',
'concatenated operation',
4202,
4326,
'EPSG-Aus NT',
10,
2284,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8578,
'AGD66 to WGS 84 (11)',
'concatenated operation',
4202,
4326,
'EPSG-Aus',
11,
2287,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD66 to WGS 84 (3) (code 8396) and AGD66 to WGS 84 (6) (code 8408).',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8579,
'AGD84 to WGS 84 (6)',
'concatenated operation',
4203,
4326,
'EPSG-Aus WA',
6,
1280,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that GDA94 is equivalent to WGS 84. Supersedes AGD84 to WGS 84 (5) (code 8560).',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8580,
'IRENET95 to WGS 84 (1)',
'concatenated operation',
4173,
4326,
'OSI-Ire',
1,
1305,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
Null,
Null,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8581,
'PSD93 to WGS 84 (2)',
'concatenated operation',
4134,
4326,
'PDO-Omn 93',
2,
3288,
'Oil exploration.',
Null,
Null,
Null,
Null,
'Replaced by PSD93 to WGS 84 (1) (code 1439) in 1997. Can be implemented as a position vector tfm with parameter values dX= -182.046 dY= -225.604 dZ=+173.384m rX= -0.616 rY= -1.655 rZ=+8.378" dS=16.8673ppm.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2010-03-30'),
'2007.043 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8582,
'Old Hawaiian to WGS 84 (2)',
'concatenated operation',
4135,
4326,
'EPSG-Usa Hi',
2,
1334,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from Old Hawaiian to NAD83(HARN) (1) (code 8508) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8583,
'Puerto Rico to WGS 84 (2)',
'concatenated operation',
4139,
4326,
'EPSG-PRVI',
2,
3634,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 4435) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2009-09-05'),
'2002.020 2009.064',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8584,
'NAD27 to NAD83(CSRS98) (3)',
'concatenated operation',
4267,
4140,
'EPSG-Can AB',
3,
2376,
'Accuracy 1-2 metres.',
Null,
Null,
Null,
Null,
'Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8585,
'NAD27 to WGS 84 (36)',
'concatenated operation',
4267,
4326,
'EPSG-Can AB',
36,
2376,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Steps based on concatenated transformation NAD27 to NAD83(CSRS) (3) (code 8635) assuming that NAD83(CSRS) is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2002-07-13'),
'2002.410',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8586,
'NAD27 to NAD83(HARN) (38)',
'concatenated operation',
4267,
4152,
'NGS-Usa AR',
38,
1374,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8592.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8587,
'NAD27 to NAD83(HARN) (39)',
'concatenated operation',
4267,
4152,
'NGS-Usa IA',
39,
1384,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8600.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8588,
'NAD27 to NAD83(HARN) (40)',
'concatenated operation',
4267,
4152,
'NGS-Usa MN',
40,
1392,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8608.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8589,
'NAD27 to NAD83(HARN) (41)',
'concatenated operation',
4267,
4152,
'NGS-Usa MO',
41,
1394,
'Accuracy at 67% confidence level is 0.2m.',
Null,
Null,
Null,
Null,
'May be taken as approximate transformation NAD27 to WGS 84 - see code 8610.',
'US Coast \& Geodetic Survey ftp://ftp.ngs.noaa.gov/pub/pcsoft/nadcon',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8590,
'NAD27 to WGS 84 (37)',
'concatenated operation',
4267,
4326,
'EPSG-Usa AL',
37,
1372,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (1) (code 8460) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2004-12-28'),
'2004.740',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8591,
'NAD27 to WGS 84 (38)',
'concatenated operation',
4267,
4326,
'EPSG-Usa AZ',
38,
1373,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (2) (code 8461) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8592,
'NAD27 to WGS 84 (39)',
'concatenated operation',
4267,
4326,
'EPSG-Usa AR',
39,
1374,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (38) (code 8586) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8593,
'NAD27 to WGS 84 (40)',
'concatenated operation',
4267,
4326,
'EPSG-Usa CA n',
40,
2297,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (3) (code 8462) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8594,
'NAD27 to WGS 84 (41)',
'concatenated operation',
4267,
4326,
'EPSG-Usa CA s',
41,
2298,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (4) (code 8463) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8595,
'NAD27 to WGS 84 (42)',
'concatenated operation',
4267,
4326,
'EPSG-Usa CO',
42,
1376,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (5) (code 8464) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8596,
'NAD27 to WGS 84 (43)',
'concatenated operation',
4267,
4326,
'EPSG-Usa FL',
43,
1379,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (7) (code 8466) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8597,
'NAD27 to WGS 84 (44)',
'concatenated operation',
4267,
4326,
'EPSG-Usa GA',
44,
1380,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (6) (code 8465) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8598,
'NAD27 to WGS 84 (45)',
'concatenated operation',
4267,
4326,
'EPSG-Usa IL',
45,
1382,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (36) (code 8553) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8599,
'NAD27 to WGS 84 (46)',
'concatenated operation',
4267,
4326,
'EPSG-Usa IN',
46,
1383,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (30) (code 8509) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8600,
'NAD27 to WGS 84 (47)',
'concatenated operation',
4267,
4326,
'EPSG-Usa IA',
47,
1384,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (39) (code 8587) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8601,
'NAD27 to WGS 84 (48)',
'concatenated operation',
4267,
4326,
'EPSG-Usa KS',
48,
1385,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (31) (code 8510) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8602,
'NAD27 to WGS 84 (49)',
'concatenated operation',
4267,
4326,
'EPSG-Usa KY',
49,
1386,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (10) (code 8469) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8603,
'NAD27 to WGS 84 (50)',
'concatenated operation',
4267,
4326,
'EPSG-Usa LA',
50,
1387,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (11) (code 8470) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8604,
'NAD27 to WGS 84 (51)',
'concatenated operation',
4267,
4326,
'EPSG-Usa ME',
51,
1388,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (13) (code 8472) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8605,
'NAD27 to WGS 84 (52)',
'concatenated operation',
4267,
4326,
'EPSG-Usa DE MD',
52,
2377,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (12) (code 8471) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8606,
'NAD27 to WGS 84 (53)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NewEng',
53,
2378,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (17) (code 8476) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8607,
'NAD27 to WGS 84 (54)',
'concatenated operation',
4267,
4326,
'EPSG-Usa MI',
54,
1391,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (14) (code 8473) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8608,
'NAD27 to WGS 84 (55)',
'concatenated operation',
4267,
4326,
'EPSG-Usa MN',
55,
1392,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (40) (code 8588) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8609,
'NAD27 to WGS 84 (56)',
'concatenated operation',
4267,
4326,
'EPSG-Usa MS',
56,
1393,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (15) (code 8474) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8610,
'NAD27 to WGS 84 (57)',
'concatenated operation',
4267,
4326,
'EPSG-Usa MO',
57,
1394,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (41) (code 8589) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8611,
'NAD27 to WGS 84 (58)',
'concatenated operation',
4267,
4326,
'EPSG-Usa ID MT e',
58,
2382,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (8) (code 8467) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8612,
'NAD27 to WGS 84 (59)',
'concatenated operation',
4267,
4326,
'EPSG-Usa ID MT w',
59,
2383,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (9) (code 8468) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8613,
'NAD27 to WGS 84 (60)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NE',
60,
1396,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (16) (code 8475) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8614,
'NAD27 to WGS 84 (61)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NV',
61,
1397,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (32) (code 8511) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8615,
'NAD27 to WGS 84 (62)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NJ',
62,
1399,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (37) (code 8554) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8616,
'NAD27 to WGS 84 (63)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NM',
63,
1400,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (18) (code 8477) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8617,
'NAD27 to WGS 84 (64)',
'concatenated operation',
4267,
4326,
'EPSG-Usa NY',
64,
1401,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (19) (code 8478) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8618,
'NAD27 to WGS 84 (65)',
'concatenated operation',
4267,
4326,
'EPSG-Usa ND',
65,
1403,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (20) (code 8479) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8619,
'NAD27 to WGS 84 (66)',
'concatenated operation',
4267,
4326,
'EPSG-Usa OH',
66,
1404,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (33) (code 8512) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8620,
'NAD27 to WGS 84 (67)',
'concatenated operation',
4267,
4326,
'EPSG-Usa OK',
67,
1405,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (21) (code 8480) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8621,
'NAD27 to WGS 84 (68)',
'concatenated operation',
4267,
4326,
'EPSG-Usa OR WA',
68,
2381,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (27) (code 8487) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8622,
'NAD27 to WGS 84 (69)',
'concatenated operation',
4267,
4326,
'EPSG-Usa SD',
69,
1410,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (22) (code 8482) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8623,
'NAD27 to WGS 84 (70)',
'concatenated operation',
4267,
4326,
'EPSG-Usa TN',
70,
1411,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (23) (code 8483) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8624,
'NAD27 to WGS 84 (71)',
'concatenated operation',
4267,
4326,
'EPSG-Usa TX e',
71,
2379,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (24) (code 8484) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8625,
'NAD27 to WGS 84 (72)',
'concatenated operation',
4267,
4326,
'EPSG-Usa TX w',
72,
2380,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (25) (code 8485) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8626,
'NAD27 to WGS 84 (73)',
'concatenated operation',
4267,
4326,
'EPSG-Usa UT',
73,
1413,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (34) (code 8513) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8627,
'NAD27 to WGS 84 (74)',
'concatenated operation',
4267,
4326,
'EPSG-Usa VA',
74,
1415,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (26) (code 8486) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8628,
'NAD27 to WGS 84 (75)',
'concatenated operation',
4267,
4326,
'EPSG-Usa WV',
75,
1417,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (35) (code 8514) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8629,
'NAD27 to WGS 84 (76)',
'concatenated operation',
4267,
4326,
'EPSG-Usa WI',
76,
1418,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (28) (code 8488) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8630,
'NAD27 to WGS 84 (77)',
'concatenated operation',
4267,
4326,
'EPSG-Usa WY',
77,
1419,
'Approximation at the +/- 1m level.',
Null,
Null,
Null,
Null,
'Transformation steps are from NAD27 to NAD83(HARN) (29) (code 8489) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2001-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8631,
'Garoua to WGS 84 (1)',
'concatenated operation',
4197,
4326,
'EPSG-Cmr',
1,
2590,
'Oil industry.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8632,
'Kousseri to WGS 84 (1)',
'concatenated operation',
4198,
4326,
'EPSG-Cmr',
1,
2591,
'Oil industry.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8633,
'Yoff to WGS 84 (1)',
'concatenated operation',
4310,
4326,
'EPSG-SEN',
1,
1207,
'Military purposes.',
Null,
Null,
Null,
Null,
'Derived via WGS72. Can be used as a single positon vector transformation with parameter vaues of dX = -37 m, dY = +157 m, dZ = +89.5 m, rX = rY = 0 sec, rZ = 0.554 sec, dS = 0.219 ppm',
'TotalFinaElf',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8634,
'Beduaram to WGS 84 (1)',
'concatenated operation',
4213,
4326,
'ELF-Ner SE',
1,
2771,
'Oil exploration.',
Null,
Null,
Null,
Null,
'Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -101 m, dY = -111 m, dZ = +188.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm',
'TotalFinaElf',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8635,
'NAD27 to NAD83(CSRS) (3)',
'concatenated operation',
4267,
4617,
'EPSG-Can AB',
3,
2376,
'Accuracy 1-2 metres.',
Null,
Null,
Null,
Null,
'Can be taken as an approximate transformation NAD27 to WGS 84 - see code 8585.',
'OGP',
'OGP',
TO_DATE('2002-07-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8636,
'Carthage (Paris) to WGS 84 (1)',
'concatenated operation',
4816,
4326,
'EPSG-Tun',
1,
1618,
'For military purposes.',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8637,
'Lisbon (Lisbon) to WGS 84 (1)',
'concatenated operation',
4803,
4326,
'EPSG-Prt',
1,
1294,
'For applications to an accuracy of 2 metres.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'2003.234',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8638,
'Makassar (Jakarta) to WGS 84 (1)',
'concatenated operation',
4804,
4326,
'EPSG - Idn Sul SW',
1,
1316,
'Oil exploration.',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8639,
'NGO 1948 (Oslo) to WGS 84 (1)',
'concatenated operation',
4817,
4326,
'EPSG-Nor',
1,
1352,
'For military purposes.',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8640,
'Nord Sahara 1959 (Paris) to WGS 84 (1)',
'concatenated operation',
4819,
4326,
'EPSG-Dza',
1,
1026,
'For military purposes.',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8641,
'Segara (Jakarta) to WGS 84 (1)',
'concatenated operation',
4820,
4326,
'EPSG-Idn Kal SW',
1,
1359,
'Accuracy estimate not available.',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8642,
'S-JTSK (Ferro) to WGS 84 (1)',
'concatenated operation',
4818,
4326,
'EPSG-Cze',
1,
1306,
'?',
Null,
Null,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8643,
'Greek to WGS 84 (1)',
'concatenated operation',
4120,
4326,
'EPSG-Grc',
1,
1106,
'5m accuracy',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8644,
'Greek (Athens) to WGS 84 (1)',
'concatenated operation',
4815,
4326,
'EPSG-Grc',
1,
1106,
'5m accuracy.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8645,
'MGI (Ferro) to WGS 84 (2)',
'concatenated operation',
4805,
4326,
'BEV-Aut',
2,
1037,
'2m accuracy',
Null,
Null,
Null,
Null,
'',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2002-09-19'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8646,
'Manoca 1962 to WGS 84 (1)',
'concatenated operation',
4193,
4326,
'OGP-Cmr',
1,
2555,
'Oil exploration',
Null,
Null,
Null,
Null,
'Derived via WGS72BE. Can be used as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -40.6 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm',
'',
'OGP',
TO_DATE('2002-11-18'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8647,
'NAD27 to WGS 84 (78)',
'concatenated operation',
4267,
4326,
'EPSG-Can E Off',
78,
2831,
'Oil industry operations.',
Null,
Null,
Null,
Null,
'',
'Various oil industry sources.',
'OGP',
TO_DATE('2003-02-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8648,
'Lisbon 1890 (Lisbon) to WGS 84 (1)',
'concatenated operation',
4904,
4326,
'EPSG-Prt 5m',
1,
1294,
'Low accuracy applications.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8649,
'Lisbon 1890 (Lisbon) to WGS 84 (2)',
'concatenated operation',
4904,
4326,
'EPSG-Prt 1m',
2,
1294,
'Medium accuracy applications.',
Null,
Null,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-08-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8650,
'Palestine 1923 to WGS 84 (2)',
'concatenated operation',
4281,
4326,
'SoI-Isr',
2,
2603,
'Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31deg15''N).',
Null,
Null,
Null,
Null,
'Can be implemented as a geocentric translation tfm with param. values dX = -229m, dY = -67m, dZ= +277m.',
'Survey of Israel.',
'OGP',
TO_DATE('2010-03-30'),
'2008.045 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8651,
'Vientiane 1982 to WGS 84 (1)',
'concatenated operation',
4676,
4326,
'EPSG-Lao',
1,
1138,
'Accuracy: 5m.',
Null,
Null,
Null,
Null,
'Can be implemented as a geocentric translation tfm with param. values dX = 42.358m, dY = -124.688m, dZ= -37.366m.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8652,
'Lao 1993 to WGS 84 (1)',
'concatenated operation',
4677,
4326,
'EPSG-Lao',
1,
1138,
'Accuracy: 5m.',
Null,
Null,
Null,
Null,
'Can be implemented as a geocentric translation tfm with param. values dX = 43.933m, dY = -129.593m, dZ= -39.331m.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8653,
'ED50 to WGS 84 (14)',
'concatenated operation',
4230,
4326,
'5Nat-NSea90',
14,
2330,
'Primarily oil industry usage.',
Null,
Null,
Null,
Null,
'1990 agreement between Denmark, Germany, Great Britain, Netherlands and Norway. Replaces 1981 6-nations agreement between ED50 and WGS72 or WGS72BE. Only actively used offshore Norway but see ED50 to WGS 84 (24) (code 1613) for simpler transformation.',
'Norwegian Mapping Authority publication 1990:1 "The transformation between ED50 and WGS84 for exploration purposes in the North Sea".',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8654,
'ED50 to ETRS89 (2)',
'concatenated operation',
4230,
4258,
'5Nat-NSea98',
2,
2330,
'Offshore.',
Null,
Null,
Null,
Null,
'Taken from ED50 to WGS 84 (14) (code 8046). In 1998 agreed that within the accuracy of that transformation WGS 84 equates to ETRS89 and the transformation would relate ED50 to ETRS89.',
'Statens Kartverk.',
'OGP',
TO_DATE('2010-03-30'),
'2009.058 2010.027',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8655,
'Manoca 1962 to WGS 84 (2)',
'concatenated operation',
4193,
4326,
'OGP-Cmr',
2,
2555,
'Oil exploration',
Null,
Null,
Null,
Null,
'Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -56.7 m, dY = -171.8 m, dZ = -38.7 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.',
'OGP',
'OGP',
TO_DATE('2005-12-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8656,
'Mhast (offshore) to WGS 84 (1)',
'concatenated operation',
4705,
4326,
'OGP-Ago Cab',
1,
3180,
'Oil industry exploration and production between 1979 and 1987.',
Null,
Null,
Null,
Null,
'Derived via WGS 72BE. Can be implemented as a single positon vector transformation with parameter vaues of dX = -255.0 m, dY = -29.0 m, dZ = -103.1 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm.',
'OGP',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8657,
'Egypt Gulf of Suez S-650 TL to WGS 84 (1)',
'concatenated operation',
4706,
4326,
'OGP-Egy GoS',
1,
2341,
'Oil industry exploration and production between 1980 and 1984.',
Null,
Null,
Null,
Null,
'Can be implemented as a single positon vector transformation with parameter vaues of dX = -123.0 m, dY = 98.0 m, dZ = 3.9 m, rX = rY = 0 sec, rZ = 0.814 sec, dS = -0.38 ppm. Replaced by Egypt Gulf of Suez S-650 TL to WGS 84 (2) (tfm code 15846).',
'OGP',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 8658,
'Pulkovo 1942 to WGS 84 (16)',
'concatenated operation',
4284,
4326,
'OGP-Rus',
1,
1198,
'Accuracy ???',
Null,
Null,
Null,
Null,
'Derived via PZ-90. Can be implemented as a single coordinate frame rotation transformation with parameter vaues of dX = 25.0 m, dY = -141.0 m, dZ = -78.5 m, rX = 0.0 sec, rY = -0.35 sec, rZ = -0.736 sec, dS = 0 ppm.',
'OGP',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 8659,
'Kertau (RSO) to WGS 84 (1)',
'concatenated operation',
4751,
4326,
'OGP-Mys',
1,
1309,
'For transformation of MRT68 RSO coordinates.',
Null,
Null,
Null,
Null,
'Step 1 is necessary to rescale the grid units before using step 2.',
'OGP',
'OGP',
TO_DATE('2006-07-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10000,
'RGF93 to NGF IGN69 height (1)',
'transformation',
4965,
5720,
'IGN Fra',
1,
1326,
'Derivation of gravity-related heights from GPS observations.',
0.5,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to NGF IGN69. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10001,
'ETRS89 to NGF IGN69 height (1)',
'transformation',
4937,
5720,
'IGN Fra',
1,
1326,
'Derivation of gravity-related heights from GPS observations.',
0.5,
9664,
Null,
Null,
'Parameter values taken from RGF93 to NGF IGN69 (1) (code 10000) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10002,
'RGF93 to IGN78 Corsica height (1)',
'transformation',
4965,
5721,
'IGN Fra Cor',
1,
1327,
'Derivation of gravity-related heights from GPS observations.',
0.5,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN78 Corsica. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10003,
'ETRS89 to IGN78 Corsica height (1)',
'transformation',
4937,
5721,
'IGN Fra Cor',
1,
1327,
'Derivation of gravity-related heights from GPS observations.',
0.5,
9664,
Null,
Null,
'Parameter values taken from RGF93 to IGN78 Corsica (1) (code 10002) assuming that RGF93 is equivalent to ETRS89 within the accuracy of the transformation. Accuracy at each 0.1 deg x 0.1 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10004,
'RRAF 1991 to Martinique 1987 height (1)',
'transformation',
4973,
5756,
'IGN Mtq',
1,
1156,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1987. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010 2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10005,
'RRAF 1991 to Guadeloupe 1988 height (1)',
'transformation',
4973,
5757,
'IGN Glp GT',
1,
2892,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore areas.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010 2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10006,
'RRAF 1991 to Guadeloupe 1988 height (2)',
'transformation',
4973,
5757,
'IGN Glp MG',
2,
2894,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10007,
'RRAF 1991 to Guadeloupe 1988 height (3)',
'transformation',
4973,
5757,
'IGN Glp LSt',
3,
2895,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10008,
'RRAF 1991 to Guadeloupe 1988 height (4)',
'transformation',
4973,
5757,
'IGN Glp Des',
4,
2893,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10009,
'RRAF 1991 to Guadeloupe 1988 height (5)',
'transformation',
4973,
5757,
'IGN Glp StB',
5,
2891,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10010,
'RRAF 1991 to Guadeloupe 1988 height (6)',
'transformation',
4973,
5757,
'IGN Glp StM',
6,
2890,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10011,
'RGFG95 to NGG1977 height (1)',
'transformation',
4967,
5755,
'IGN Guf',
1,
3146,
'Derivation of gravity-related heights from GPS observations.',
998,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to NGG1977. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10012,
'RGR92 to Reunion 1989 height (1)',
'transformation',
4971,
5758,
'IGN Reu',
1,
3337,
'Derivation of gravity-related heights from GPS observations.',
0.1,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1989. Accuracy at each 0.02 deg x 0.02 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10013,
'NAD83 to NAVD88 height (1)',
'transformation',
4269,
5703,
'NGS-US Conus NW',
1,
2973,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10014,
'NAD83 to NAVD88 height (2)',
'transformation',
4269,
5703,
'NGS-US Conus CNW',
2,
2974,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10015,
'NAD83 to NAVD88 height (3)',
'transformation',
4269,
5703,
'NGS-US Conus CNE',
3,
2975,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10016,
'NAD83 to NAVD88 height (4)',
'transformation',
4269,
5703,
'NGS-US Conus NE',
4,
2976,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10017,
'NAD83 to NAVD88 height (5)',
'transformation',
4269,
5703,
'NGS-US Conus SW',
5,
2977,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10018,
'NAD83 to NAVD88 height (6)',
'transformation',
4269,
5703,
'NGS-US Conus CSW',
6,
2979,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10019,
'NAD83 to NAVD88 height (7)',
'transformation',
4269,
5703,
'NGS-US Conus CSE',
7,
2979,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10020,
'NAD83 to NAVD88 height (8)',
'transformation',
4269,
5703,
'NGS-US Conus SE',
8,
2980,
'Derivation of approximate gravity-related heights from GPS observations.',
0.05,
9665,
Null,
Null,
'Uses Geoid03 hybrid model. See information source for further information. Note: Source CRS is 2D, used in this application of the method as a pseudo-3D CRS.',
'National Geodetic Survey, http://www.ngs.noaa.gov/GEOID/',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10021,
'ETRS89 to Newlyn height (1)',
'transformation',
4937,
5701,
'OS-UK Gbr',
1,
2792,
'Derivation of gravity-related heights from GPS observations.',
0.02,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Newlyn.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10022,
'ETRS89 to Belfast height (1)',
'transformation',
4937,
5732,
'OS-UK NI',
1,
2530,
'Derivation of gravity-related heights from GPS observations.',
0.03,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Belfast.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10023,
'ETRS89 to Douglas height (1)',
'transformation',
4937,
5750,
'OS-UK Man',
1,
2803,
'Derivation of gravity-related heights from GPS observations.',
0.02,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Douglas.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10024,
'ETRS89 to Fair Isle height (1)',
'transformation',
4937,
5741,
'OS-UK Fair',
1,
2794,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Fair Isle.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10025,
'ETRS89 to Flannan Isles height (1)',
'transformation',
4937,
5748,
'OS-UK Flan',
1,
2801,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Flannan Isles.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2010-03-30'),
'2008.010 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10026,
'ETRS89 to Foula height (1)',
'transformation',
4937,
5743,
'OS-UK Foula',
1,
2796,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Foula.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10027,
'ETRS89 to Lerwick height (1)',
'transformation',
4937,
5742,
'OS-UK Shet',
1,
2795,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Lerwick.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10028,
'ETRS89 to Malin Head height (1)',
'transformation',
4937,
5731,
'OS-Ire',
1,
1305,
'Derivation of gravity-related heights from GPS observations.',
0.04,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Malin Head.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10029,
'ETRS89 to Newlyn (Orkney Isles) height (1)',
'transformation',
4937,
5740,
'OS-UK Ork',
1,
2793,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Newlyn (Orkney Isles).',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10030,
'ETRS89 to North Rona height (1)',
'transformation',
4937,
5745,
'OS-UK Rona',
1,
2798,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to North Rona.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10031,
'ETRS89 to St. Kilda height (1)',
'transformation',
4937,
5747,
'OS-UK Kilda',
1,
2800,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to St. Kilda.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10032,
'ETRS89 to St. Marys height (1)',
'transformation',
4937,
5749,
'OS-UK Scilly',
1,
2802,
'Derivation of gravity-related heights from GPS observations.',
0,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to St. Marys.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10033,
'ETRS89 to Stornoway height (1)',
'transformation',
4937,
5746,
'OS-UK Heb',
1,
2799,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Stornoway.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10034,
'ETRS89 to Sule Skerry height (1)',
'transformation',
4937,
5744,
'OS-UK Sule',
1,
2797,
'Derivation of gravity-related heights from GPS observations.',
0.05,
9663,
Null,
Null,
'May be used for transformations from WGS 84 to Sule Skerry.',
'Ordnance Survey of Great Britain, http://www.gps.gov.uk',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10035,
'GDA94 to AHD height (1)',
'transformation',
4939,
5711,
'GA-Aus SC52',
1,
2899,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10036,
'GDA94 to AHD height (2)',
'transformation',
4939,
5711,
'GA-Aus SC53',
2,
2900,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10037,
'GDA94 to AHD height (3)',
'transformation',
4939,
5711,
'GA-Aus SC54',
3,
2901,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10038,
'GDA94 to AHD height (4)',
'transformation',
4939,
5711,
'GA-Aus SD51',
4,
2902,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10039,
'GDA94 to AHD height (5)',
'transformation',
4939,
5711,
'GA-Aus SD52',
5,
2903,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10040,
'GDA94 to AHD height (6)',
'transformation',
4939,
5711,
'GA-Aus SD53',
6,
2904,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10041,
'GDA94 to AHD height (7)',
'transformation',
4939,
5711,
'GA-Aus SD54',
7,
2905,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10042,
'GDA94 to AHD height (8)',
'transformation',
4939,
5711,
'GA-Aus SD55',
8,
2906,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10043,
'GDA94 to AHD height (9)',
'transformation',
4939,
5711,
'GA-Aus SE50',
9,
2907,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10044,
'GDA94 to AHD height (10)',
'transformation',
4939,
5711,
'GA-Aus SE51',
10,
2908,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10045,
'GDA94 to AHD height (11)',
'transformation',
4939,
5711,
'GA-Aus SE52',
11,
2909,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10046,
'GDA94 to AHD height (12)',
'transformation',
4939,
5711,
'GA-Aus SE53',
12,
2910,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10047,
'GDA94 to AHD height (13)',
'transformation',
4939,
5711,
'GA-Aus SE54',
13,
2911,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10048,
'GDA94 to AHD height (14)',
'transformation',
4939,
5711,
'GA-Aus SE55',
14,
2912,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10049,
'GDA94 to AHD height (15)',
'transformation',
4939,
5711,
'GA-Aus SF49',
15,
2913,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10050,
'GDA94 to AHD height (16)',
'transformation',
4939,
5711,
'GA-Aus SF50',
16,
2914,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10051,
'GDA94 to AHD height (17)',
'transformation',
4939,
5711,
'GA-Aus SF51',
17,
2915,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10052,
'GDA94 to AHD height (18)',
'transformation',
4939,
5711,
'GA-Aus SF52',
18,
2916,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10053,
'GDA94 to AHD height (19)',
'transformation',
4939,
5711,
'GA-Aus SF53',
19,
2917,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10054,
'GDA94 to AHD height (20)',
'transformation',
4939,
5711,
'GA-Aus SF54',
20,
2918,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10055,
'GDA94 to AHD height (21)',
'transformation',
4939,
5711,
'GA-Aus SF55',
21,
2919,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10056,
'GDA94 to AHD height (22)',
'transformation',
4939,
5711,
'GA-Aus SF56',
22,
2920,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10057,
'GDA94 to AHD height (23)',
'transformation',
4939,
5711,
'GA-Aus SG49',
23,
2921,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10058,
'GDA94 to AHD height (24)',
'transformation',
4939,
5711,
'GA-Aus SG50',
24,
2922,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10059,
'GDA94 to AHD height (25)',
'transformation',
4939,
5711,
'GA-Aus SG51',
25,
2923,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10060,
'GDA94 to AHD height (26)',
'transformation',
4939,
5711,
'GA-Aus SG52',
26,
2924,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10061,
'GDA94 to AHD height (27)',
'transformation',
4939,
5711,
'GA-Aus SG53',
27,
2925,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10062,
'GDA94 to AHD height (28)',
'transformation',
4939,
5711,
'GA-Aus SG54',
28,
2926,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10063,
'GDA94 to AHD height (29)',
'transformation',
4939,
5711,
'GA-Aus SG55',
29,
2927,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10064,
'GDA94 to AHD height (30)',
'transformation',
4939,
5711,
'GA-Aus SG56',
30,
2928,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10065,
'GDA94 to AHD height (31)',
'transformation',
4939,
5711,
'GA-Aus SH49',
31,
2929,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10066,
'GDA94 to AHD height (32)',
'transformation',
4939,
5711,
'GA-Aus SH50',
32,
2930,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10067,
'GDA94 to AHD height (33)',
'transformation',
4939,
5711,
'GA-Aus SH51',
33,
2931,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10068,
'GDA94 to AHD height (34)',
'transformation',
4939,
5711,
'GA-Aus SH52',
34,
2932,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10069,
'GDA94 to AHD height (35)',
'transformation',
4939,
5711,
'GA-Aus SH53',
35,
2933,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10070,
'GDA94 to AHD height (36)',
'transformation',
4939,
5711,
'GA-Aus SH54',
36,
2934,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10071,
'GDA94 to AHD height (37)',
'transformation',
4939,
5711,
'GA-Aus SH55',
37,
2935,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10072,
'GDA94 to AHD height (38)',
'transformation',
4939,
5711,
'GA-Aus SH56',
38,
2936,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10073,
'GDA94 to AHD height (39)',
'transformation',
4939,
5711,
'GA-Aus SI50',
39,
2937,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10074,
'GDA94 to AHD height (40)',
'transformation',
4939,
5711,
'GA-Aus SI51',
40,
2938,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10075,
'GDA94 to AHD height (41)',
'transformation',
4939,
5711,
'GA-Aus SI53',
41,
2939,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10076,
'GDA94 to AHD height (42)',
'transformation',
4939,
5711,
'GA-Aus SI54',
42,
2940,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10077,
'GDA94 to AHD height (43)',
'transformation',
4939,
5711,
'GA-Aus SI55',
43,
2941,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10078,
'GDA94 to AHD height (44)',
'transformation',
4939,
5711,
'GA-Aus SI56',
44,
2942,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10079,
'GDA94 to AHD height (45)',
'transformation',
4939,
5711,
'GA-Aus SJ53',
45,
2943,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10080,
'GDA94 to AHD height (46)',
'transformation',
4939,
5711,
'GA-Aus SJ54',
46,
2944,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10081,
'GDA94 to AHD height (47)',
'transformation',
4939,
5711,
'GA-Aus SJ55',
47,
2945,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10082,
'GDA94 to AHD height (48)',
'transformation',
4939,
5711,
'GA-Aus SJ56',
48,
2946,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD. Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10083,
'GDA94 to AHD (Tasmania) height (1)',
'transformation',
4939,
5712,
'GA-Aus SK55',
1,
2947,
'Derivation of gravity-related heights from GPS observations.',
0.4,
9662,
Null,
Null,
'May be used for transformations from WGS 84 to AHD (Tasmania). Uses AusGeoid98 model.',
'Geoscience Australia, http://www.ga.gov.au/nmd/geodesy/ausgeoid/files.jsp',
'OGP',
TO_DATE('2008-03-14'),
'2006.131 2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10084,
'WGS 84 to EGM96 Geoid height (1)',
'transformation',
4979,
5773,
'NGA-World',
1,
1262,
'Derivation of gravity-related heights from GPS observations.',
1,
9661,
Null,
Null,
'Replaces WGS 84 to EGM84 geoid height (1) (tfm code 15781). Replaced by WGS 84 to EGM2008 geoid height (1) and (2) (tfm codes 3858-59).',
'US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2009-02-10'),
'2005.560 2006.131 2008.010 2008.097',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10085,
'Trinidad 1903 to WGS 84 (2)',
'transformation',
4302,
4326,
'EOG-Tto Trin',
2,
1339,
'Oil exploration.',
3,
9603,
Null,
Null,
'Parameter values provided to EOG by Trinidad Ministry of Energy and Energy Industries. Used by EOG offshore Trinidad (including Pelican, Kiskadee and Ibis fields) since 1996.',
'EOG Resources.',
'OGP',
TO_DATE('2004-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10086,
'JAD69 to WGS 72 (1)',
'transformation',
4242,
4322,
'SD-Jam',
1,
3342,
'For military mapping.',
15,
9603,
Null,
Null,
'Derived in 1977 through Transit observations at 2 stations by US DMA.',
'Survey Department',
'OGP',
TO_DATE('2007-01-19'),
'2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10087,
'Jamaica 1875 / Jamaica (Old Grid) to JAD69 / Jamaica National Grid (1)',
'transformation',
24100,
24200,
'SD-Jam',
1,
3342,
'Topographic mapping.',
1.5,
9624,
Null,
Null,
'Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.',
'Survey Department',
'OGP',
TO_DATE('2007-01-19'),
'2006.890 2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10088,
'JAD69 / Jamaica National Grid to Jamaica 1875 / Jamaica (Old Grid) (1)',
'transformation',
24200,
24100,
'SD-Jam',
1,
3342,
'Topographic mapping.',
1.5,
9624,
Null,
Null,
'Derived by least squares fit at primary triangulation stations. Accuracy will be less outside of this network due to extrapolation.',
'Survey Department',
'OGP',
TO_DATE('2007-01-19'),
'2006.890 2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10089,
'Aratu to WGS 84 (5)',
'transformation',
4208,
4326,
'EXM-Bra Santos',
5,
2962,
'Oil exploration.',
7,
9603,
Null,
Null,
'Used by ExxonMobil for block BMS1. See WGS 84 (13) (tfm code 5051) which Petrobras now recommends for the area.',
'ExxonMobil',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10090,
'Aratu to WGS 84 (6)',
'transformation',
4208,
4326,
'EXM-Bra Campos',
6,
2963,
'Oil exploration.',
7,
9603,
Null,
Null,
'Used by ExxonMobil for block BC10. Derived from earlier Shell position vector tfm of dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm. See Aratu to WGS 84 (14) (tfm code 5053) which Petrobras now recommends for the area.',
'ExxonMobil',
'OGP',
TO_DATE('2010-03-31'),
'2006.110 2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10091,
'Aratu to WGS 84 (7)',
'transformation',
4208,
4326,
'EXM-Bra EspS',
7,
2964,
'Oil exploration.',
7,
9603,
Null,
Null,
'Used by ExxonMobil for block BMES1. See Aratu to WGS 84 (15) (tfm code 5055) which Petrobras now recommends for the area.',
'ExxonMobil',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10092,
'Aratu to WGS 84 (8)',
'transformation',
4208,
4326,
'EXM-Bra Pel',
8,
2965,
'Oil exploration.',
7,
9603,
Null,
Null,
'Used by ExxonMobil for block BP1. Also used by BG as part of a concatenated tfm to SAD69 for offshore regional studies. See WGS 84 (13) (tfm code 5051) for transformation Petrobras now recommends for the area.',
'ExxonMobil',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10093,
'Aratu to WGS 84 (9)',
'transformation',
4208,
4326,
'EXM-Bra off',
9,
2966,
'Oil exploration.',
15,
9603,
Null,
Null,
'Used by ExxonMobil for offshore regional studies. See Aratu to WGS 84 (13) through (21) (tfm codes 5051-67 [odd numbers only]) which Petrobras now recommends for various areas.',
'ExxonMobil',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10094,
'Nouakchott 1965 to WGS 84 (1)',
'transformation',
4208,
4326,
'IGN-Mau',
1,
2972,
'Oil exploration.',
5,
9603,
Null,
Null,
'Derived by IGN in 1992 at 7 stations within Nouakchott city.',
'IGN Paris.',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10095,
'Mauritania 1999 / UTM zone 28N to WGS 84 / UTM zone 28N (1)',
'transformation',
3103,
32628,
'MMI-Mau W',
1,
2971,
'Minerals management.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2005-10-25'),
'2005.580',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10096,
'Mauritania 1999 / UTM zone 29N to WGS 84 / UTM zone 29N (1)',
'transformation',
3104,
32629,
'MMI-Mau C',
2,
2970,
'Minerals management.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2005-10-25'),
'2005.580',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10097,
'Mauritania 1999 / UTM zone 30N to WGS 84 / UTM zone 30N (1)',
'transformation',
3105,
32630,
'MMI-Mau E',
3,
2969,
'Minerals management.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2005-10-25'),
'2005.580',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10098,
'KKJ to ETRS89 (2)',
'transformation',
4123,
4258,
'NLS-Fin JHS153',
2,
1095,
'In most areas accuracy is approximately 0.5m although in some areas it is in the order of 2m.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation KKJ to WGS 84 - see code 10099. Replaces KKJ to ETRS89 (1) (code 1638).',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-03-22'),
'2004.120 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10099,
'KKJ to WGS 84 (2)',
'transformation',
4123,
4326,
'EPSG-Fin JHS153',
2,
1095,
'For applications to an accuracy of 1 to 2 metres.',
1,
9607,
Null,
Null,
'Parameter values from KKJ to ETRS89 (2) (code 10098). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces KKJ to WGS 84 (1) (code 1639).',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2007-03-22'),
'2005.780 2006.950 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10101,
'Alabama CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2154,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10102,
'Alabama CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2155,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10131,
'SPCS83 Alabama East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2154,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10132,
'SPCS83 Alabama West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2155,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10201,
'Arizona Coordinate System East zone',
'conversion',
Null,
Null,
'',
Null,
2167,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10202,
'Arizona Coordinate System Central zone',
'conversion',
Null,
Null,
'',
Null,
2166,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10203,
'Arizona Coordinate System West zone',
'conversion',
Null,
Null,
'',
Null,
2168,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10231,
'SPCS83 Arizona East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2167,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines origin in International feet. FE = 700000ft. See code 15304 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2000.093 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10232,
'SPCS83 Arizona Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2166,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines origin in International feet. FE = 700000ft. See code 15305 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10233,
'SPCS83 Arizona West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2168,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines origin in International feet. FE = 700000ft. See code 15306 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2000.093 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10301,
'Arkansas CS27 North',
'conversion',
Null,
Null,
'',
Null,
2169,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10302,
'Arkansas CS27 South',
'conversion',
Null,
Null,
'',
Null,
2170,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10331,
'SPCS83 Arkansas North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2169,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15385 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10332,
'SPCS83 Arkansas South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2170,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15386 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10401,
'California CS27 zone I',
'conversion',
Null,
Null,
'',
Null,
2175,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10402,
'California CS27 zone II',
'conversion',
Null,
Null,
'',
Null,
2176,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10403,
'California CS27 zone III',
'conversion',
Null,
Null,
'',
Null,
2177,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10404,
'California CS27 zone IV',
'conversion',
Null,
Null,
'',
Null,
2178,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10405,
'California CS27 zone V',
'conversion',
Null,
Null,
'',
Null,
2179,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10406,
'California CS27 zone VI',
'conversion',
Null,
Null,
'',
Null,
2180,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10407,
'California CS27 zone VII',
'conversion',
Null,
Null,
'',
Null,
2181,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 10408,
'California CS27 zone VII',
'conversion',
Null,
Null,
'',
Null,
2181,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2005-07-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10420,
'California Albers',
'conversion',
Null,
Null,
'',
Null,
1375,
'Used for resource mapping of whole state.',
0,
9822,
Null,
Null,
'Created at the Stephen P Teale Data Center.',
'California Spatial Information Library (CaSIL), http://gis.ca.gov',
'OGP',
TO_DATE('2005-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10431,
'SPCS83 California zone 1 (meters)',
'conversion',
Null,
Null,
'',
Null,
2175,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15307 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10432,
'SPCS83 California zone 2 (meters)',
'conversion',
Null,
Null,
'',
Null,
2176,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15308 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10433,
'SPCS83 California zone 3 (meters)',
'conversion',
Null,
Null,
'',
Null,
2177,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15309 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10434,
'SPCS83 California zone 4 (meters)',
'conversion',
Null,
Null,
'',
Null,
2178,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15310 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10435,
'SPCS83 California zone 5 (meters)',
'conversion',
Null,
Null,
'',
Null,
2182,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15311 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10436,
'SPCS83 California zone 6 (meters)',
'conversion',
Null,
Null,
'',
Null,
2180,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15312 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10501,
'Colorado CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2184,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10502,
'Colorado CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2183,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2008-02-08'),
'1995.300 1996.290 1999.280 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10503,
'Colorado CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2185,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10531,
'SPCS83 Colorado North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2184,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15313 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10532,
'SPCS83 Colorado Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2183,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15314 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10533,
'SPCS83 Colorado South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2185,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15315 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10600,
'Connecticut CS27',
'conversion',
Null,
Null,
'',
Null,
1377,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10630,
'SPCS83 Connecticut zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1377,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15316 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10700,
'Delaware CS27',
'conversion',
Null,
Null,
'',
Null,
1378,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10730,
'SPCS83 Delaware zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1378,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15317 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10901,
'Florida CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2186,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10902,
'Florida CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2188,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10903,
'Florida CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2187,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10931,
'SPCS83 Florida East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2186,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15318 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10932,
'SPCS83 Florida West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2188,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15319 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 10933,
'SPCS83 Florida North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2187,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15320 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 10934,
'Florida GDL Albers (meters)',
'conversion',
Null,
Null,
'',
Null,
1379,
'Used by Florida agencies for publishing State-wide spatial data on a single projection.',
0,
9822,
Null,
Null,
'',
'Florida Geographic Data Library, http://www.fgdl.org/fgdldocs/index.htm#proj',
'OGP',
TO_DATE('2004-08-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11001,
'Georgia CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2189,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11002,
'Georgia CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2190,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11031,
'SPCS83 Georgia East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2189,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15321 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11032,
'SPCS83 Georgia West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2190,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15322 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11101,
'Idaho CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2192,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11102,
'Idaho CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2191,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11103,
'Idaho CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2193,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11131,
'SPCS83 Idaho East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2192,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15323 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11132,
'SPCS83 Idaho Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2191,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15324 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11133,
'SPCS83 Idaho West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2193,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15325 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11201,
'Illinois CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2194,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11202,
'Illinois CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2195,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11231,
'SPCS83 Illinois East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2194,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15387 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11232,
'SPCS83 Illinois West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2195,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15388 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11301,
'Indiana CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2196,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11302,
'Indiana CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2197,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11331,
'SPCS83 Indiana East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2196,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15372 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2002-10-13'),
'1995.300 1996.290 2001.030 2002.770',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11332,
'SPCS83 Indiana West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2197,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15373 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2002-10-13'),
'1995.300 1996.290 2001.030 2002.770',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11401,
'Iowa CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2198,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11402,
'Iowa CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2199,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11431,
'SPCS83 Iowa North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2198,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15377 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11432,
'SPCS83 Iowa South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2199,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15378 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11501,
'Kansas CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2200,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11502,
'Kansas CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2201,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11531,
'SPCS83 Kansas North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2200,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15379 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11532,
'SPCS83 Kansas South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2201,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15380 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11601,
'Kentucky CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2202,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11602,
'Kentucky CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2203,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11630,
'SPCS83 Kentucky Single Zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1386,
'Used for spatial data management for whole State.',
0,
9802,
Null,
Null,
'See code 15375 for equivalent non-metric definition.',
'Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2004-09-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11631,
'Kentucky CS83 North zone',
'conversion',
Null,
Null,
'',
Null,
2202,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 11632,
'SPCS83 Kentucky South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2203,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15329 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11701,
'Louisiana CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2204,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11702,
'Louisiana CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2205,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11703,
'Louisiana CS27 Offshore zone',
'conversion',
Null,
Null,
'',
Null,
1387,
'Not used in oil industry. Usage for other applications is not known.',
0,
9802,
Null,
Null,
'This projection is NOT used for oil industry purposes - use Louisiana CS27 Offshore zone (proj 11702) on shelf and BLM (proj 15915-16) in deep water protraction areas.',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11731,
'SPCS83 Louisiana North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2204,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15391 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11732,
'SPCS83 Louisiana South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2529,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15392 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11733,
'SPCS83 Louisiana Offshore zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1387,
'Not used in oil industry. Usage for other applications is not known.',
0,
9802,
Null,
Null,
'This projection is NOT used for oil industry purposes. See code 15393 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11801,
'Maine CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2206,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11802,
'Maine CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2207,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11831,
'SPCS83 Maine East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2206,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 11833 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11832,
'SPCS83 Maine West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2207,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 11834 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11833,
'SPCS83 Maine East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2206,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11831.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11834,
'SPCS83 Maine West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2207,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11832.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11851,
'Maine CS2000 East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2960,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-01'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11852,
'Maine CS2000 Central zone',
'conversion',
Null,
Null,
'',
Null,
2959,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Supersedes CS27 and CS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2007-02-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 11853,
'Maine CS2000 West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2958,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-01'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11854,
'Maine CS2000 Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2959,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'In Maine Department of Transportation and other State agencies replaces CS27 and SPCS83 from 1/1/2001.',
'State of Maine statutes, http://janus.state.me.us/legis/statutes/33/title33sec801.html',
'OGP',
TO_DATE('2008-02-01'),
'2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11900,
'Maryland CS27',
'conversion',
Null,
Null,
'',
Null,
1389,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 11930,
'SPCS83 Maryland zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1389,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15330 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12001,
'Massachusetts CS27 Mainland zone',
'conversion',
Null,
Null,
'',
Null,
2209,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12002,
'Massachusetts CS27 Island zone',
'conversion',
Null,
Null,
'',
Null,
2208,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12031,
'SPCS83 Massachusetts Mainland zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2209,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15331 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12032,
'SPCS83 Massachusetts Island zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2208,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15332 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12101,
'Michigan State Plane East zone',
'conversion',
Null,
Null,
'',
Null,
1720,
'Obsolete.',
0,
9807,
Null,
Null,
'Replaced by central and south zones.',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2005-05-21'),
'1995.300 1996.290 1998.220 2000.092 2005.240',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12102,
'Michigan State Plane Old Central zone',
'conversion',
Null,
Null,
'',
Null,
1721,
'Obsolete.',
0,
9807,
Null,
Null,
'Replaced by central and south zones.',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2005-05-21'),
'1995.300 1996.290 1998.220 2005.240',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12103,
'Michigan State Plane West zone',
'conversion',
Null,
Null,
'',
Null,
3652,
'Obsolete.',
Null,
9807,
Null,
Null,
'Replaced by north zone.',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2009-07-29'),
'1995.300 1996.290 1998.220 2000.092 2005.240 2009.057',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12111,
'Michigan CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
1723,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.280 1996.290 1998.220 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12112,
'Michigan CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
1724,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.280 1996.290 1998.220 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12113,
'Michigan CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
1725,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.280 1996.290 1998.220 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12141,
'SPCS83 Michigan North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1723,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15333 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12142,
'SPCS83 Michigan Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1724,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15334 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12143,
'SPCS83 Michigan South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1725,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15335 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12150,
'Michigan Oblique Mercator (meters)',
'conversion',
Null,
Null,
'',
Null,
1391,
'Used for spatial data presentation for whole state.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=499840.252 m, Nc=528600.303 m.',
'Michigan Department of Natural Resources, http://www.michigan.gov/documents/DNR_Map_Proj_and_MI_Georef_Info_20889_7.pdf',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12201,
'Minnesota CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2214,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12202,
'Minnesota CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2213,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12203,
'Minnesota CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2215,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12231,
'SPCS83 Minnesota North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2214,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 12234 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 1999.280 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12232,
'SPCS83 Minnesota Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2213,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 12235 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 1999.280 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12233,
'SPCS83 Minnesota South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2215,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 12236 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 1999.280 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12234,
'SPCS83 Minnesota North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2214,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12231.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12235,
'SPCS83 Minnesota Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2213,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12232.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12236,
'SPCS83 Minnesota South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2215,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12233.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12301,
'Mississippi CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2216,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12302,
'Mississippi CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2217,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12331,
'SPCS83 Mississippi East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2216,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15336 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12332,
'SPCS83 Mississippi West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2217,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15337 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12401,
'Missouri CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2219,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.180 1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12402,
'Missouri CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2218,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12403,
'Missouri CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2220,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12431,
'SPCS83 Missouri East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2219,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12432,
'SPCS83 Missouri Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2218,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12433,
'SPCS83 Missouri West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2220,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12501,
'Montana CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2211,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12502,
'Montana CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2210,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12503,
'Montana CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2212,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12530,
'SPCS83 Montana zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1395,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15338 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12601,
'Nebraska CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2221,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12602,
'Nebraska CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2222,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12630,
'SPCS83 Nebraska zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1396,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15396 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'1995.300 1996.290 1999.280 2000.094 2001.030 2008.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12701,
'Nevada CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2224,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12702,
'Nevada CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2223,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12703,
'Nevada CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2225,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12731,
'SPCS83 Nevada East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2224,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15381 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2001.030 2006.904',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12732,
'SPCS83 Nevada Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2223,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15382 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2001.030 2006.904',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12733,
'SPCS83 Nevada West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2225,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15383 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2001.030 2006.904',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12800,
'New Hampshire CS27',
'conversion',
Null,
Null,
'',
Null,
1398,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12830,
'SPCS83 New Hampshire zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1398,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15389 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2000.094 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12900,
'New Jersey CS27',
'conversion',
Null,
Null,
'',
Null,
1399,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 12930,
'SPCS83 New Jersey zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1399,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15384 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2000.094 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13001,
'New Mexico CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2228,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13002,
'New Mexico CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2229,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13003,
'New Mexico CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2230,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13031,
'SPCS83 New Mexico East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2228,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15339 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13032,
'SPCS83 New Mexico Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2231,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15340 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13033,
'SPCS83 New Mexico West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2232,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15341 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13101,
'New York CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2234,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.180 1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13102,
'New York CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2233,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13103,
'New York CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2236,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13104,
'New York CS27 Long Island zone',
'conversion',
Null,
Null,
'',
Null,
2235,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280 2009.067',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 13131,
'SPCS83 New York East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2234,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15342 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13132,
'SPCS83 New York Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2233,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15343 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13133,
'SPCS83 New York West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2236,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15344 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13134,
'SPCS83 New York Long Island zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2235,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15345 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13200,
'North Carolina CS27',
'conversion',
Null,
Null,
'',
Null,
1402,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13230,
'SPCS83 North Carolina zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1402,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15346 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13301,
'North Dakota CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2237,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13302,
'North Dakota CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2238,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13331,
'SPCS83 North Dakota North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2237,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15347 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13332,
'SPCS83 North Dakota South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2238,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15348 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13401,
'Ohio CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2239,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13402,
'Ohio CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2240,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13431,
'SPCS83 Ohio North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2239,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 13433 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030 2007.035',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13432,
'SPCS83 Ohio South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2240,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 13434 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-03-13'),
'1995.300 1996.290 1999.280 2001.030 2007.035',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13433,
'SPCS83 Ohio North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2239,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13431.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13434,
'SPCS83 Ohio South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2240,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13432.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13501,
'Oklahoma CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2241,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13502,
'Oklahoma CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2242,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13531,
'SPCS83 Oklahoma North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2241,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15349 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13532,
'SPCS83 Oklahoma South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2242,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15350 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13601,
'Oregon CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2243,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13602,
'Oregon CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2244,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13631,
'SPCS83 Oregon North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2243,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15351 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13632,
'SPCS83 Oregon South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2244,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15352 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13633,
'Oregon GIC Lambert (meters)',
'conversion',
Null,
Null,
'',
Null,
1406,
'Used by Oregon agencies for publishing State-wide spatial data on a single projection.',
0,
9802,
Null,
Null,
'See code 15375 for equivalent non-metric definition.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2002-12-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13701,
'Pennsylvania CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2245,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13702,
'Pennsylvania CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2246,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280 2009.067',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 13731,
'SPCS83 Pennsylvania North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2245,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15353 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13732,
'SPCS83 Pennsylvania South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2246,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15354 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13800,
'Rhode Island CS27',
'conversion',
Null,
Null,
'',
Null,
1408,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13830,
'SPCS83 Rhode Island zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1408,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 15390 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'1995.300 1996.290 2000.094 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13901,
'South Carolina CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2247,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13902,
'South Carolina CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2248,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 13930,
'SPCS83 South Carolina zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1409,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15355 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14001,
'South Dakota CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2249,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14002,
'South Dakota CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2250,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14031,
'SPCS83 South Dakota North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2249,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15394 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14032,
'SPCS83 South Dakota South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2250,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15395 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'1995.300 1996.290 1999.280 2001.030 2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14100,
'Tennessee CS27',
'conversion',
Null,
Null,
'',
Null,
1411,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 14130,
'SPCS83 Tennessee zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1411,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15356 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14201,
'Texas CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2253,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14202,
'Texas CS27 North Central zone',
'conversion',
Null,
Null,
'',
Null,
2254,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14203,
'Texas CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2252,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14204,
'Texas CS27 South Central zone',
'conversion',
Null,
Null,
'',
Null,
2256,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14205,
'Texas CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2255,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14231,
'SPCS83 Texas North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2253,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15357 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14232,
'SPCS83 Texas North Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2254,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15358 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14233,
'SPCS83 Texas Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2252,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15359 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14234,
'SPCS83 Texas South Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2527,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15360 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14235,
'SPCS83 Texas South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2528,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15361 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14251,
'Texas State Mapping System (meters)',
'conversion',
Null,
Null,
'',
Null,
1412,
'Single projection for all state.',
0,
9802,
Null,
Null,
'Replaces Shackleford.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14252,
'Shackleford',
'conversion',
Null,
Null,
'',
Null,
1412,
'Single projection for all state.',
0,
9802,
Null,
Null,
'Replaced by TSMS. Care: survey data in Texas uses the US survey foot, not the International foot used by this projection.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14253,
'Texas Centric Lambert Conformal',
'conversion',
Null,
Null,
'',
Null,
1412,
'Single conformal projection for all state.',
0,
9802,
Null,
Null,
'Use TCMC/AEA for applications requiring true area measurement.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14254,
'Texas Centric Albers Equal Area',
'conversion',
Null,
Null,
'',
Null,
1412,
'Single equal-area projection for all state.',
0,
9822,
Null,
Null,
'Use TCMC/LC for applications requiring true shape preservation.',
'Texas Natural Resources Information System, http://www.tnris.state.tx.us/DigitalData/projections.htm',
'OGP',
TO_DATE('2004-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14301,
'Utah CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2258,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14302,
'Utah CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2257,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14303,
'Utah CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2259,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14331,
'SPCS83 Utah North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2258,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-20'),
'1995.300 1996.290 1999.280 2001.030 2006.905',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14332,
'SPCS83 Utah Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2257,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-20'),
'1995.300 1996.290 1999.280 2001.030 2006.905',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14333,
'SPCS83 Utah South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2259,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-20'),
'1995.300 1996.290 1999.280 2001.030 2006.905',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14400,
'Vermont CS27',
'conversion',
Null,
Null,
'',
Null,
1414,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14430,
'SPCS83 Vermont zone (meters)',
'conversion',
Null,
Null,
'',
Null,
1414,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2000.094 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14501,
'Virginia CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2260,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14502,
'Virginia CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2261,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14531,
'SPCS83 Virginia North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2260,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15365 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14532,
'SPCS83 Virginia South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2261,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15366 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14601,
'Washington CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2262,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14602,
'Washington CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2263,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14631,
'SPCS83 Washington North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2273,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15367 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14632,
'SPCS83 Washington South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2274,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15368 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14701,
'West Virginia CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2264,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14702,
'West Virginia CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2265,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14731,
'SPCS83 West Virginia North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2264,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See projection code 14735 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-06-23'),
'1995.300 1996.290 1999.280 2001.030 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14732,
'SPCS83 West Virginia South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2265,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See projection code 14736 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-06-23'),
'1995.300 1996.290 1999.280 2001.030 2008.006 2008.041',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14733,
'SPCS83 West Virginia North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2264,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14731.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 14734,
'SPCS83 West Virginia South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2265,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14732.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 14735,
'SPCS83 West Virginia North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2264,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14731.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14736,
'SPCS83 West Virginia South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2265,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14732.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14801,
'Wisconsin CS27 North zone',
'conversion',
Null,
Null,
'',
Null,
2267,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14802,
'Wisconsin CS27 Central zone',
'conversion',
Null,
Null,
'',
Null,
2266,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14803,
'Wisconsin CS27 South zone',
'conversion',
Null,
Null,
'',
Null,
2268,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14811,
'Wisconsin Transverse Mercator 27',
'conversion',
Null,
Null,
'',
Null,
1418,
'Used for state-wide applications.',
0,
9807,
Null,
Null,
'Designed to cover the state in a single zone.',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2005-04-21'),
'2005.170',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14831,
'SPCS83 Wisconsin North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2267,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15369 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14832,
'SPCS83 Wisconsin Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2266,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15370 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14833,
'SPCS83 Wisconsin South zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2268,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15371 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14841,
'Wisconsin Transverse Mercator 83',
'conversion',
Null,
Null,
'',
Null,
1418,
'Used for state-wide applications.',
0,
9807,
Null,
Null,
'Designed to cover the state in a single zone.',
'Wisconsin Coordinate Systems Handbook (1991) http://sco.wisc.edu/pubs/wiscoord/wiscoord.php',
'OGP',
TO_DATE('2004-04-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14901,
'Wyoming CS27 East zone',
'conversion',
Null,
Null,
'',
Null,
2269,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14902,
'Wyoming CS27 East Central zone',
'conversion',
Null,
Null,
'',
Null,
2270,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14903,
'Wyoming CS27 West Central zone',
'conversion',
Null,
Null,
'',
Null,
2272,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14904,
'Wyoming CS27 West zone',
'conversion',
Null,
Null,
'',
Null,
2271,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 2000.092',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14931,
'SPCS83 Wyoming East zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2269,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 14935 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-03-13'),
'1995.300 1996.290 2000.092 2001.030 2007.033',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14932,
'SPCS83 Wyoming East Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2270,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 14936 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-03-13'),
'1995.300 1996.290 2000.092 2001.030 2007.033',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14933,
'SPCS83 Wyoming West Central zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2272,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 14937 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-03-13'),
'1995.300 1996.290 2000.092 2001.030 2007.033',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14934,
'SPCS83 Wyoming West zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2271,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 14938 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-03-13'),
'1995.300 1996.290 2000.092 2001.030 2007.033',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14935,
'SPCS83 Wyoming East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2269,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14931.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14936,
'SPCS83 Wyoming East Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2270,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14932.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14937,
'SPCS83 Wyoming West Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2272,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14933.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 14938,
'SPCS83 Wyoming West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2271,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14934.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15001,
'Alaska CS27 zone 1',
'conversion',
Null,
Null,
'',
Null,
2156,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=2685642.82 ftUS, Nc=1887198.47 ftUS.',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1997-04-11'),
'1996.290 1997.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15002,
'Alaska CS27 zone 2',
'conversion',
Null,
Null,
'',
Null,
2158,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15003,
'Alaska CS27 zone 3',
'conversion',
Null,
Null,
'',
Null,
2159,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15004,
'Alaska CS27 zone 4',
'conversion',
Null,
Null,
'',
Null,
2160,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15005,
'Alaska CS27 zone 5',
'conversion',
Null,
Null,
'',
Null,
2161,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15006,
'Alaska CS27 zone 6',
'conversion',
Null,
Null,
'',
Null,
2162,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15007,
'Alaska CS27 zone 7',
'conversion',
Null,
Null,
'',
Null,
2163,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15008,
'Alaska CS27 zone 8',
'conversion',
Null,
Null,
'',
Null,
2164,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15009,
'Alaska CS27 zone 9',
'conversion',
Null,
Null,
'',
Null,
2165,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15010,
'Alaska CS27 zone 10',
'conversion',
Null,
Null,
'',
Null,
2157,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15020,
'Alaska Albers',
'conversion',
Null,
Null,
'',
Null,
1330,
'Small scale mapping and state planning.',
0,
9822,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15021,
'Alaska Albers (meters)',
'conversion',
Null,
Null,
'',
Null,
1330,
'Small scale mapping and state planning.',
0,
9822,
Null,
Null,
'',
'State of Alaska Department of Natural Resources.',
'OGP',
TO_DATE('2006-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15031,
'SPCS83 Alaska zone 1 (meters)',
'conversion',
Null,
Null,
'',
Null,
2156,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=818585.57 m, Nc=575219.25 m.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15032,
'SPCS83 Alaska zone 2 (meters)',
'conversion',
Null,
Null,
'',
Null,
2158,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15033,
'SPCS83 Alaska zone 3 (meters)',
'conversion',
Null,
Null,
'',
Null,
2159,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15034,
'SPCS83 Alaska zone 4 (meters)',
'conversion',
Null,
Null,
'',
Null,
2160,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15035,
'SPCS83 Alaska zone 5 (meters)',
'conversion',
Null,
Null,
'',
Null,
2161,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15036,
'SPCS83 Alaska zone 6 (meters)',
'conversion',
Null,
Null,
'',
Null,
2162,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15037,
'SPCS83 Alaska zone 7 (meters)',
'conversion',
Null,
Null,
'',
Null,
2163,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15038,
'SPCS83 Alaska zone 8 (meters)',
'conversion',
Null,
Null,
'',
Null,
2164,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15039,
'SPCS83 Alaska zone 9 (meters)',
'conversion',
Null,
Null,
'',
Null,
2165,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15040,
'SPCS83 Alaska zone 10 (meters)',
'conversion',
Null,
Null,
'',
Null,
2157,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15101,
'Hawaii CS27 zone 1',
'conversion',
Null,
Null,
'',
Null,
1546,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15102,
'Hawaii CS27 zone 2',
'conversion',
Null,
Null,
'',
Null,
1547,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15103,
'Hawaii CS27 zone 3',
'conversion',
Null,
Null,
'',
Null,
1548,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15104,
'Hawaii CS27 zone 4',
'conversion',
Null,
Null,
'',
Null,
1549,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15105,
'Hawaii CS27 zone 5',
'conversion',
Null,
Null,
'',
Null,
1550,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15131,
'SPCS83 Hawaii zone 1 (meters)',
'conversion',
Null,
Null,
'',
Null,
1546,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15132,
'SPCS83 Hawaii zone 2 (meters)',
'conversion',
Null,
Null,
'',
Null,
1547,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15133,
'SPCS83 Hawaii zone 3 (meters)',
'conversion',
Null,
Null,
'',
Null,
1548,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15134,
'SPCS83 Hawaii zone 4 (meters)',
'conversion',
Null,
Null,
'',
Null,
1549,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15135,
'SPCS83 Hawaii zone 5 (meters)',
'conversion',
Null,
Null,
'',
Null,
1550,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15138,
'SPCS83 Hawaii zone 3 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1548,
'Used for large and medium scale topographic mapping and engineering survey by City and County of Honolulu.',
0,
9807,
Null,
Null,
'Not recognised by Federal authorities because there is no State law defining grid unit. For equivalent metric Federal definition see code 15133.',
'',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15201,
'Puerto Rico CS27',
'conversion',
Null,
Null,
'',
Null,
1194,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15202,
'St. Croix CS27',
'conversion',
Null,
Null,
'',
Null,
1254,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 1996.290 1999.280 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15230,
'SPCS83 Puerto Rico \& Virgin Islands zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2251,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-11-06'),
'1995.300 1996.290 1999.280 2001.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15297,
'SPCS83 Utah North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2258,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent International foot definition see code 15362.',
'National Geodetic Survey (private communication)',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15298,
'SPCS83 Utah Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2257,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent International foot definition see code 15363.',
'National Geodetic Survey (private communication)',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15299,
'SPCS83 Utah South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2259,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent International foot definition see code 15364.',
'National Geodetic Survey (private communication)',
'OGP',
TO_DATE('2007-01-20'),
'',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15300,
'American Samoa Lambert',
'conversion',
Null,
Null,
'',
Null,
1027,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=o but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms use of zero for False Northing.',
'US National Geodetic Survey (NGS)',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15301,
'American Samoa Lambert',
'conversion',
Null,
Null,
'',
Null,
1027,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. Thus False Northing = 312234.65 ftUS. NGS confirms value of FN, which is encoded within their algorithms but not published.',
'US National Geodetic Survey (NGS)',
'OGP',
TO_DATE('2004-08-09'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15302,
'Tennessee CS27',
'conversion',
Null,
Null,
'',
Null,
1411,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'USGS Professional Paper #1395',
'OGP',
TO_DATE('2001-10-04'),
'2001.450',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15303,
'SPCS83 Kentucky North zone (meters)',
'conversion',
Null,
Null,
'',
Null,
2202,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'See code 15328 for equivalent non-metric definition.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2001-10-04'),
'2001.030 2001.450',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15304,
'SPCS83 Arizona East zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2167,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10231.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15305,
'SPCS83 Arizona Central zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2166,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10232.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15306,
'SPCS83 Arizona West zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2168,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 10233.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15307,
'SPCS83 California zone 1 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2175,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10431.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15308,
'SPCS83 California zone 2 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2176,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10432.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15309,
'SPCS83 California zone 3 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2177,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10433.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15310,
'SPCS83 California zone 4 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2178,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10434.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15311,
'SPCS83 California zone 5 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2182,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10435.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15312,
'SPCS83 California zone 6 (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2180,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10436.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15313,
'SPCS83 Colorado North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2184,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10531.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15314,
'SPCS83 Colorado Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2183,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10532.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15315,
'SPCS83 Colorado South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2185,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10533.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15316,
'SPCS83 Connecticut zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1377,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10630.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15317,
'SPCS83 Delaware zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1378,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10730.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15318,
'SPCS83 Florida East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2186,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10931.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15319,
'SPCS83 Florida West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2188,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10932.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15320,
'SPCS83 Florida North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2187,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10933.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15321,
'SPCS83 Georgia East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2189,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11031.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15322,
'SPCS83 Georgia West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2190,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11032.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15323,
'SPCS83 Idaho East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2192,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11131.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15324,
'SPCS83 Idaho Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2191,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11132.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15325,
'SPCS83 Idaho West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2193,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11133.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15326,
'SPCS83 Indiana East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2196,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15327,
'SPCS83 Indiana West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2197,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15328,
'SPCS83 Kentucky North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2202,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 15303.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15329,
'SPCS83 Kentucky South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2203,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11632.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15330,
'SPCS83 Maryland zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1389,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11930.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15331,
'SPCS83 Massachusetts Mainland zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2209,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12031.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15332,
'SPCS83 Massachusetts Island zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2208,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12032.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15333,
'SPCS83 Michigan North zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
1723,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12141.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15334,
'SPCS83 Michigan Central zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
1724,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12142.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15335,
'SPCS83 Michigan South zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
1725,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12143.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15336,
'SPCS83 Mississippi East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2216,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12331.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15337,
'SPCS83 Mississippi West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2217,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12332.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15338,
'SPCS83 Montana zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
1395,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 12530.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15339,
'SPCS83 New Mexico East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2228,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13031.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15340,
'SPCS83 New Mexico Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2231,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13032.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15341,
'SPCS83 New Mexico West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2232,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13033.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15342,
'SPCS83 New York East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2234,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13131.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15343,
'SPCS83 New York Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2233,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13132.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15344,
'SPCS83 New York West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2236,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13133.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15345,
'SPCS83 New York Long Island zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2235,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13134.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15346,
'SPCS83 North Carolina zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1402,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13230.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15347,
'SPCS83 North Dakota North zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2237,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13331.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15348,
'SPCS83 North Dakota South zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2238,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13332.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15349,
'SPCS83 Oklahoma North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2241,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13531.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15350,
'SPCS83 Oklahoma South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2242,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13532.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15351,
'SPCS83 Oregon North zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2243,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13631.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15352,
'SPCS83 Oregon South zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2244,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13632.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15353,
'SPCS83 Pennsylvania North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2245,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13731.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15354,
'SPCS83 Pennsylvania South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2246,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13732.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15355,
'SPCS83 South Carolina zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
1409,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric Federal definition see code 13930.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15356,
'SPCS83 Tennessee zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1411,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14130.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15357,
'SPCS83 Texas North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2253,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14231.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15358,
'SPCS83 Texas North Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2254,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14232.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15359,
'SPCS83 Texas Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2252,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14233.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15360,
'SPCS83 Texas South Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2527,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14234.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15361,
'SPCS83 Texas South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2528,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14235.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15362,
'SPCS83 Utah North zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2258,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14331. For equivalent US Survey foot definition see code 15297.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15363,
'SPCS83 Utah Central zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2257,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14332. For equivalent US Survey foot definition see code 15298.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15364,
'SPCS83 Utah South zone (International feet)',
'conversion',
Null,
Null,
'',
Null,
2259,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defining grid unit as International feet (note: not US Survey feet) has been withdrawn. For equivalent metric Federal definition see code 14333. For equivalent US Survey foot definition see code 15299.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2007-01-20'),
'2006.905',
0,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15365,
'SPCS83 Virginia North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2260,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14531.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15366,
'SPCS83 Virginia South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2261,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14532.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15367,
'SPCS83 Washington North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2273,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14631.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15368,
'SPCS83 Washington South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2274,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14632.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15369,
'SPCS83 Wisconsin North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2267,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14831.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15370,
'SPCS83 Wisconsin Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2266,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14832.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15371,
'SPCS83 Wisconsin South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2268,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14833.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15372,
'SPCS83 Indiana East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2196,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11331.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2002-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15373,
'SPCS83 Indiana West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2197,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11332.',
'National Geodetic Survey http://www.ngs.noaa.gov/INFO/Policy/st_plane.html',
'OGP',
TO_DATE('2002-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15374,
'Oregon GIC Lambert (International feet)',
'conversion',
Null,
Null,
'',
Null,
1406,
'Used by Oregon agencies for publishing State-wide spatial data on a single projection.',
0,
9802,
Null,
Null,
'State law defines grid unit as International feet (note: not US Survey feet). For equivalent metric definition see code 13633.',
'Oregon Geographic Information Council - Oregon Geospatial Data Clearing House, www.gis.state.or.us/coord/project/gpl.html',
'OGP',
TO_DATE('2002-12-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15375,
'SPCS83 Kentucky Single Zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1386,
'Used for spatial data management for whole State.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11630.',
'Kentucky Division of Geographic Information, http://ngs.ky.gov/pdf-ppt/BB/KY_Single-Zone_Article.pdf',
'OGP',
TO_DATE('2004-09-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15376,
'American Samoa Lambert',
'conversion',
Null,
Null,
'',
Null,
3109,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Per Snyder: Map Projections - a Working Manual: At origin x=500000 ft; y=0 but radius to latitude of origin = -82000000 feet. US National Geodetic Survey confirms value for False Northing.',
'US National Geodetic Survey (NGS)',
'OGP',
TO_DATE('2005-05-21'),
'2005.230',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15377,
'SPCS83 Iowa North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2198,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11431.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15378,
'SPCS83 Iowa South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2199,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11432.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-20'),
'2006.903',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15379,
'SPCS83 Kansas North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2200,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11531.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15380,
'SPCS83 Kansas South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2201,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11532.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15381,
'SPCS83 Nevada East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2224,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12731.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15382,
'SPCS83 Nevada Central zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2223,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12732.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15383,
'SPCS83 Nevada West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2225,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12733.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15384,
'SPCS83 New Jersey zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1399,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12930.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15385,
'SPCS83 Arkansas North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2169,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10331.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15386,
'SPCS83 Arkansas South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2170,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 10332.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15387,
'SPCS83 Illinois East zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2194,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11231.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15388,
'SPCS83 Illinois West zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2195,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11232.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15389,
'SPCS83 New Hampshire zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1398,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12830.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15390,
'SPCS83 Rhode Island zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1408,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 13830.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2006-12-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15391,
'SPCS83 Louisiana North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2204,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11731.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15392,
'SPCS83 Louisiana South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2529,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11732.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15393,
'SPCS83 Louisiana Offshore zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1387,
'Not used in oil industry. Usage for other applications is not known.',
0,
9802,
Null,
Null,
'This projection is NOT used for oil industry purposes. State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 11733.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15394,
'SPCS83 South Dakota North zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2249,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14031.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15395,
'SPCS83 South Dakota South zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
2250,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 14032.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15396,
'SPCS83 Nebraska zone (US Survey feet)',
'conversion',
Null,
Null,
'',
Null,
1396,
'Used for large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'State law defines grid unit as US Survey feet. For equivalent metric Federal definition see code 12630.',
'NOAA manual NOS NGS 5',
'OGP',
TO_DATE('2008-02-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15397,
'Great Lakes Albers',
'conversion',
Null,
Null,
'',
Null,
3467,
'Basin-wide mapping and analysis.',
0,
9822,
Null,
Null,
'',
'Great Lakes Fisheries Commission',
'OGP',
TO_DATE('2006-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15398,
'Great Lakes and St Lawrence Albers',
'conversion',
Null,
Null,
'',
Null,
3468,
'Basin-wide mapping and analysis.',
0,
9822,
Null,
Null,
'',
'Great Lakes Fisheries Commission',
'OGP',
TO_DATE('2006-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15399,
'Yap Islands',
'conversion',
Null,
Null,
'',
Null,
3108,
'Public reference, land and photgrammetric survey, mapping.',
0,
9832,
Null,
Null,
'Origin is station YAP SECOR AMS 1965.',
'Yap State Code, Title 20, Chapter 5. http://www.fsmlaw.org/yap/code/title20/T20_Ch05.htm',
'OGP',
TO_DATE('2005-05-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15400,
'Guam SPCS',
'conversion',
Null,
Null,
'',
Null,
1110,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9831,
Null,
Null,
'',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder.',
'OGP',
TO_DATE('2004-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15483,
'Tokyo to JGD2000 (1)',
'transformation',
4301,
4612,
'GSI-Jpn',
1,
1129,
'Surveying, mapping and civil engineering purposes. Accuracy on main islands 9m, see remarks for accuracy on outlying islands. For an accuracy of a few tens of centimetres on all main and outlying islands use programme TKY2JGD.',
9,
9603,
Null,
Null,
'Derived at Tokyo datum origin. Also used on remote islands with significantly less accuracy: Io-To 793m, Kitadaito and Minamidaito Jima 642m, Tarama and Minna Shima 560m, Ishigaki and Taketomi Jima 251m, Yonaguni Jima 248m.',
'Geographical Survey Institute, Japan: Manual of Coordinate Transformation to JGD2000 for Public Surveys. Also M Tobita, "Modern Geodetic Coordinate Systems and their Transformations", J. Geodetic Soc. Japan, Vol. 43, No.4, 231-235, 1997.',
'OGP',
TO_DATE('2008-12-03'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15484,
'Tokyo to WGS 84 (108)',
'transformation',
4301,
4326,
'OGP-Jpn',
108,
1129,
'Surveying, mapping and civil engineering purposes. Accuracy on main islands 9m.',
9,
9603,
Null,
Null,
'Parameter values from Tokyo to JGD2000 (1) (code 15483). Assumes JGD2000 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2008-12-03'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15485,
'SAD69 to SIRGAS 2000 (1)',
'transformation',
4618,
4674,
'IBGE-Bra',
1,
1053,
'Accuracy generally better than 1m except in Amazon basin where it degenerates to 5m.',
5,
9603,
Null,
Null,
'For transformation between SAD69 and WGS 84 see SAD69 to WGS 84 (14), tfm code 1877.',
'Brazilian Institute of Geography and Statistics (IBGE) resolution 01/05 of 25th February 2005.',
'OGP',
TO_DATE('2008-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15486,
'CH1903 to CH1903+',
'transformation',
4149,
4150,
'BfL-Che',
1,
1286,
'Approximation using NTv2 method of results of FINELTRA programme to an accuracy of 0.01m except at boundary of the Geneva and Vaud cantons, in city of Geneva and in the main valleys of Valais canton where differences are up to 20 cm.',
0.2,
9615,
Null,
Null,
'Derived from CHENyx06 dataset. For improved accuracy (0.01m) use CHENyx06 interpolation programme FINELTRA. Although the nodes of the CHENyx06 dataset are in the grid domain, CHENYX06.gsb is in the geographic CRS domain to enable usage of NTv2 method.',
'Bundesamt fuer Landestopographie; www.swisstopo.ch',
'OGP',
TO_DATE('2008-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15487,
'TWD67 / TM2 zone 121 to TWD97 / TM2 zone 121 (1)',
'transformation',
3828,
3826,
'asafi-Twn',
1,
3562,
'Accuracy 6.4m.',
7,
9656,
Null,
Null,
'Derived at Hu Tzu Shan (23deg59''N, 120deg58''E). Residuals increase to maximum of 6.4m as distance increases from this point.',
'Aerial Survey Office, Taiwan Forest Bureau.',
'OGP',
TO_DATE('2008-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15488,
'RRAF 1991 to IGN 1988 MG height (1)',
'transformation',
4973,
5617,
'IGN Glp MG',
1,
2894,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 MG. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-10-17'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15489,
'RRAF 1991 to IGN 1988 LS height (1)',
'transformation',
4973,
5616,
'IGN Glp LSt',
1,
2895,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 LS. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-10-17'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15490,
'RRAF 1991 to IGN 1992 LD height (1)',
'transformation',
4973,
5618,
'IGN Glp Des',
1,
2893,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.5m within onshore area.',
0.5,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1992 LD. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-10-17'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15491,
'RRAF 1991 to IGN 1988 SB height (1)',
'transformation',
4973,
5619,
'IGN Glp StB',
1,
2891,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 SB. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-10-17'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15492,
'RRAF 1991 to IGN 1988 SM height (1)',
'transformation',
4973,
5620,
'IGN Glp StM',
1,
2890,
'Derivation of gravity-related heights from GPS observations. Accuracy 0.2m within onshore area.',
0.2,
9664,
Null,
Null,
'May be used for transformations from WGS 84 to IGN 1988 SM. Accuracy at each 0.025 deg x 0.025 degree grid node is given within the geoid model file.',
'Institut Geographique National (IGN); http://www.ign.fr',
'OGP',
TO_DATE('2008-10-17'),
'2009.073',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15493,
'Minna to WGS 84 (15)',
'transformation',
4263,
4326,
'MPN-Nga',
15,
3590,
'Oil industry exploration and production.',
5,
9603,
Null,
Null,
'Adopted by MPN for all joint venture operations from 1/1/1996.',
'Mobil Producing Nigeria',
'OGP',
TO_DATE('2008-11-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15494,
'Kalianpur 1962 to WGS 84 (6)',
'transformation',
4145,
4326,
'omv-Pak Gambat',
6,
3589,
'Oil exploration.',
3,
9603,
Null,
Null,
'Derived by Fugro-Geodetic in 2004 at 6 closely-spaced stations. Used by OMV in all blocks in Pakistan where operator.',
'OMV',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15495,
'Accra to WGS 84 (3)',
'transformation',
4168,
4326,
'EPSG-Gha 1',
3,
1505,
'Oil industry.',
25,
9606,
Null,
Null,
'Derived via WGS 72BE. Found in use within oil industry erroneously concatenated via WGS 72. See tfm code 8571.',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15496,
'Pulkovo 1942(58) to WGS 84 (18)',
'transformation',
4179,
4326,
'Shell-Rom',
18,
1197,
'Oil exploration',
10,
9603,
Null,
Null,
'',
'Shell SIEP',
'OGP',
TO_DATE('2003-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15497,
'Pulkovo 1942(58) to WGS 84 (9)',
'transformation',
4179,
4326,
'NIMA-Rom',
9,
1197,
'For military purposes. Accuracy 3m, 5m and 3m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 4 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15498,
'Geographic 2D axis order reversal',
'conversion',
Null,
Null,
'',
Null,
1262,
'Web mapping.',
0,
9843,
Null,
Null,
'This conversion allows the creation of a user-defined geographic 2D CRS with axis order longitude, latitude from an EPSG geographic 2D CRS.',
'OGP',
'OGP',
TO_DATE('2008-03-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15499,
'Geographic 3D horizontal axis order reversal',
'conversion',
Null,
Null,
'',
Null,
1262,
'Web mapping.',
0,
9844,
Null,
Null,
'This conversion allows the creation of a user-defined geographic 3D CRS with axis order longitude, latitude, ellipsoid height from an EPSG geographic 3D CRS.',
'OGP',
'OGP',
TO_DATE('2008-03-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15500,
'Australian Antarctic geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1278,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15501,
'Australian Antarctic geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1278,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15502,
'CHTRF95 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1286,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15503,
'CHTRF95 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1286,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15504,
'EST97 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1090,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15505,
'EST97 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1090,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.160 2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15506,
'ETRS89 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1298,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15507,
'ETRS89 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1298,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15508,
'GDA94 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
2575,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15509,
'GDA94 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
2575,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15510,
'Hartebeesthoek94 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1215,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15511,
'Hartebeesthoek94 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1215,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15512,
'IRENET95 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1305,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15513,
'IRENET95 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1305,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15514,
'ISN93 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1120,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15515,
'ISN93 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1120,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15516,
'JGD2000 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1129,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15517,
'JGD2000 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1129,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15518,
'LKS92 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1139,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15519,
'LKS92 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1139,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15520,
'LKS94 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1145,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15521,
'LKS94 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1145,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15522,
'Moznet geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1167,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15523,
'Moznet geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1167,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15524,
'NAD83(CSRS) geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1061,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-05-29'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15525,
'NAD83(CSRS) geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1061,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-05-29'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15526,
'NAD83(HARN) geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1337,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2004.750 2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15527,
'NAD83(HARN) geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1337,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2004.750 2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15528,
'NZGD2000 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1175,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15529,
'NZGD2000 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1175,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15530,
'POSGAR 98 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1033,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15531,
'POSGAR 98 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1033,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15532,
'REGVEN geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1251,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15533,
'REGVEN geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1251,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15534,
'RGF93 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1096,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15535,
'RGF93 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1096,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15536,
'RGFG95 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1097,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15537,
'RGFG95 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1097,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15538,
'RGNC91-93 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1174,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-26'),
'2005.490 2006.620',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15539,
'RGNC91-93 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1174,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-26'),
'2005.490 2006.620',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15540,
'RGR92 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1196,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15541,
'RGR92 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1196,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15542,
'RRAF 1991 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
2824,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15543,
'RRAF 1991 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
2824,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15544,
'SIRGAS geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
3448,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-29'),
'2005.490 2006.465',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15545,
'SIRGAS geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
3448,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-29'),
'2005.490 2006.465',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15546,
'SWEREF99 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1225,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15547,
'SWEREF99 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1225,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15548,
'WGS 84 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15549,
'WGS 84 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15550,
'Yemen NGN96 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1257,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'2005.490 2006.810',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15551,
'Yemen NGN96 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1257,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'2005.490 2006.810',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15552,
'IGM95 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1127,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15553,
'IGM95 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1127,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15554,
'WGS 72 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15555,
'WGS 72 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15556,
'WGS 72BE geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15557,
'WGS 72BE geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15558,
'SIRGAS 2000 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
3418,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-21'),
'2005.490 2006.465',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15559,
'SIRGAS 2000 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
3418,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-07-21'),
'2005.490 2006.465',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15560,
'Lao 1993 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1138,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15561,
'Lao 1993 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1138,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15562,
'Lao 1997 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1138,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15563,
'Lao 1997 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1138,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15564,
'PRS92 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1190,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15565,
'PRS92 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1190,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15566,
'MAGNA-SIRGAS geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1070,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15567,
'MAGNA-SIRGAS geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1070,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'2005.490',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15568,
'RGPF geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1098,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15569,
'RGPF geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1098,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15570,
'POSGAR 94 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1033,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15571,
'POSGAR 94 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1033,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2005-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15572,
'Korean 2000 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1135,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15573,
'Korean 2000 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1135,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15574,
'Mauritania 1999 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1157,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15575,
'Mauritania 1999 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1157,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15576,
'PZ-90 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15577,
'PZ-90 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15578,
'GDM2000 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1151,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15579,
'GDM2000 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1151,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15580,
'GR96 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1107,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15581,
'GR96 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1107,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15582,
'LGD2006 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1143,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15583,
'LGD2006 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1143,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15584,
'DGN95 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1122,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15585,
'DGN95 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1122,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15586,
'JAD2001 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1128,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15587,
'JAD2001 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1128,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15588,
'NAD83(NSRS2007) geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1511,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15589,
'NAD83(NSRS2007) geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1511,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15590,
'WGS 66 geocentric to geog3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-03-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15591,
'WGS 66 geog3D to geog2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-03-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15592,
'geocentric to geographic3D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geocentric to geographic 3D conversions and vice versa.',
0,
9602,
Null,
Null,
'',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-08-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15593,
'geographic3D to geographic2D',
'conversion',
Null,
Null,
'',
Null,
1262,
'For geographic 3D to geographic 2D conversions.',
0,
9659,
Null,
Null,
'See EPSG Guidance Note #7 or Coordinate Operation Method description for techniques for handling reverse conversion.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-08-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15594,
'EPSG topocentric example A',
'conversion',
Null,
Null,
'',
Null,
1263,
'Defines ellipsoidal coordinates of origin of topocentric CS.',
0,
9837,
Null,
Null,
'Example only.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15595,
'EPSG topocentric example B',
'conversion',
Null,
Null,
'',
Null,
1263,
'Defines geocentric coordinates of origin of topocentric CS.',
0,
9836,
Null,
Null,
'Example only.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15596,
'Tokyo + JSLD height to WGS 84 (7)',
'transformation',
7414,
4979,
'GSI-Jpn 452142',
7,
2426,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15597,
'Tokyo + JSLD height to WGS 84 (8)',
'transformation',
7414,
4979,
'GSI-Jpn 444141',
8,
2427,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15598,
'Tokyo + JSLD height to WGS 84 (9)',
'transformation',
7414,
4979,
'GSI-Jpn 444142',
9,
2428,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15599,
'Tokyo + JSLD height to WGS 84 (10)',
'transformation',
7414,
4979,
'GSI-Jpn 440141',
10,
2429,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15600,
'Tokyo + JSLD height to WGS 84 (11)',
'transformation',
7414,
4979,
'GSI-Jpn 440142',
11,
2430,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15601,
'Tokyo + JSLD height to WGS 84 (12)',
'transformation',
7414,
4979,
'GSI-Jpn 440143',
12,
2431,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15602,
'Tokyo + JSLD height to WGS 84 (13)',
'transformation',
7414,
4979,
'GSI-Jpn 440144',
13,
2432,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15603,
'Tokyo + JSLD height to WGS 84 (14)',
'transformation',
7414,
4979,
'GSI-Jpn 432141',
14,
2433,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15604,
'Tokyo + JSLD height to WGS 84 (15)',
'transformation',
7414,
4979,
'GSI-Jpn 432142',
15,
2434,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15605,
'Tokyo + JSLD height to WGS 84 (16)',
'transformation',
7414,
4979,
'GSI-Jpn 432143',
16,
2435,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15606,
'Tokyo + JSLD height to WGS 84 (17)',
'transformation',
7414,
4979,
'GSI-Jpn 432144',
17,
2436,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15607,
'Tokyo + JSLD height to WGS 84 (18)',
'transformation',
7414,
4979,
'GSI-Jpn 432145',
18,
2437,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15608,
'Tokyo + JSLD height to WGS 84 (19)',
'transformation',
7414,
4979,
'GSI-Jpn 424140',
19,
2438,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15609,
'Tokyo + JSLD height to WGS 84 (20)',
'transformation',
7414,
4979,
'GSI-Jpn 424141',
20,
2439,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15610,
'Tokyo + JSLD height to WGS 84 (21)',
'transformation',
7414,
4979,
'GSI-Jpn 424142',
21,
2440,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15611,
'Tokyo + JSLD height to WGS 84 (22)',
'transformation',
7414,
4979,
'GSI-Jpn 424143',
22,
2441,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15612,
'Tokyo + JSLD height to WGS 84 (23)',
'transformation',
7414,
4979,
'GSI-Jpn 424144',
23,
2442,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15613,
'Tokyo + JSLD height to WGS 84 (24)',
'transformation',
7414,
4979,
'GSI-Jpn 424145',
24,
2443,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15614,
'Tokyo + JSLD height to WGS 84 (25)',
'transformation',
7414,
4979,
'GSI-Jpn 420139',
25,
2444,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15615,
'Tokyo + JSLD height to WGS 84 (26)',
'transformation',
7414,
4979,
'GSI-Jpn 420140',
26,
2445,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15616,
'Tokyo + JSLD height to WGS 84 (27)',
'transformation',
7414,
4979,
'GSI-Jpn 420141',
27,
2446,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15617,
'Tokyo + JSLD height to WGS 84 (28)',
'transformation',
7414,
4979,
'GSI-Jpn 420142',
28,
2447,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15618,
'Tokyo + JSLD height to WGS 84 (29)',
'transformation',
7414,
4979,
'GSI-Jpn 420143',
29,
2448,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15619,
'Tokyo + JSLD height to WGS 84 (30)',
'transformation',
7414,
4979,
'GSI-Jpn 412140',
30,
2449,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15620,
'Tokyo + JSLD height to WGS 84 (31)',
'transformation',
7414,
4979,
'GSI-Jpn 412141',
31,
2450,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15621,
'Tokyo + JSLD height to WGS 84 (32)',
'transformation',
7414,
4979,
'GSI-Jpn 404140',
32,
2451,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15622,
'Tokyo + JSLD height to WGS 84 (33)',
'transformation',
7414,
4979,
'GSI-Jpn 404141',
33,
2452,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15623,
'Tokyo + JSLD height to WGS 84 (34)',
'transformation',
7414,
4979,
'GSI-Jpn 400139',
34,
2453,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15624,
'Tokyo + JSLD height to WGS 84 (35)',
'transformation',
7414,
4979,
'GSI-Jpn 400140',
35,
2454,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15625,
'Tokyo + JSLD height to WGS 84 (36)',
'transformation',
7414,
4979,
'GSI-Jpn 400141',
36,
2455,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15626,
'Tokyo + JSLD height to WGS 84 (37)',
'transformation',
7414,
4979,
'GSI-Jpn 392139',
37,
2456,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15627,
'Tokyo + JSLD height to WGS 84 (38)',
'transformation',
7414,
4979,
'GSI-Jpn 392140',
38,
2457,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15628,
'Tokyo + JSLD height to WGS 84 (39)',
'transformation',
7414,
4979,
'GSI-Jpn 392141',
39,
2458,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15629,
'Tokyo + JSLD height to WGS 84 (40)',
'transformation',
7414,
4979,
'GSI-Jpn 384139',
40,
2459,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15630,
'Tokyo + JSLD height to WGS 84 (41)',
'transformation',
7414,
4979,
'GSI-Jpn 384140',
41,
2460,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15631,
'Tokyo + JSLD height to WGS 84 (42)',
'transformation',
7414,
4979,
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1,
9618,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15632,
'Tokyo + JSLD height to WGS 84 (43)',
'transformation',
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1,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15633,
'Tokyo + JSLD height to WGS 84 (44)',
'transformation',
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1,
9618,
Null,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 15634,
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'transformation',
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1,
9618,
Null,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15635,
'Tokyo + JSLD height to WGS 84 (46)',
'transformation',
7414,
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'GSI-Jpn 372136',
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'For medium accuracy.',
1,
9618,
Null,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15636,
'Tokyo + JSLD height to WGS 84 (47)',
'transformation',
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1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15637,
'Tokyo + JSLD height to WGS 84 (48)',
'transformation',
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'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15638,
'Tokyo + JSLD height to WGS 84 (49)',
'transformation',
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'GSI-Jpn 372139',
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'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15639,
'Tokyo + JSLD height to WGS 84 (50)',
'transformation',
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'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15640,
'Tokyo + JSLD height to WGS 84 (51)',
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2470,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15641,
'Tokyo + JSLD height to WGS 84 (52)',
'transformation',
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4979,
'GSI-Jpn 364136',
52,
2471,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15642,
'Tokyo + JSLD height to WGS 84 (53)',
'transformation',
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'GSI-Jpn 364137',
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2472,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15643,
'Tokyo + JSLD height to WGS 84 (54)',
'transformation',
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1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15644,
'Tokyo + JSLD height to WGS 84 (55)',
'transformation',
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'GSI-Jpn 364139',
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2474,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15645,
'Tokyo + JSLD height to WGS 84 (56)',
'transformation',
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2475,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15646,
'Tokyo + JSLD height to WGS 84 (57)',
'transformation',
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2476,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15647,
'Tokyo + JSLD height to WGS 84 (58)',
'transformation',
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2477,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15648,
'Tokyo + JSLD height to WGS 84 (59)',
'transformation',
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4979,
'GSI-Jpn 360138',
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2478,
'For medium accuracy.',
1,
9618,
Null,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15649,
'Tokyo + JSLD height to WGS 84 (60)',
'transformation',
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4979,
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2479,
'For medium accuracy.',
1,
9618,
Null,
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'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15650,
'Tokyo + JSLD height to WGS 84 (61)',
'transformation',
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2480,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15651,
'Tokyo + JSLD height to WGS 84 (62)',
'transformation',
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4979,
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62,
2481,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15652,
'Tokyo + JSLD height to WGS 84 (63)',
'transformation',
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4979,
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63,
2482,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15653,
'Tokyo + JSLD height to WGS 84 (64)',
'transformation',
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2483,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15654,
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'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15655,
'Tokyo + JSLD height to WGS 84 (66)',
'transformation',
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4979,
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2485,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15656,
'Tokyo + JSLD height to WGS 84 (67)',
'transformation',
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4979,
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2486,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15657,
'Tokyo + JSLD height to WGS 84 (68)',
'transformation',
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4979,
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2487,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15658,
'Tokyo + JSLD height to WGS 84 (69)',
'transformation',
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4979,
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2488,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15659,
'Tokyo + JSLD height to WGS 84 (70)',
'transformation',
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4979,
'GSI-Jpn 352140',
70,
2489,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15660,
'Tokyo + JSLD height to WGS 84 (71)',
'transformation',
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4979,
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71,
2490,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15661,
'Tokyo + JSLD height to WGS 84 (72)',
'transformation',
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4979,
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72,
2491,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15662,
'Tokyo + JSLD height to WGS 84 (73)',
'transformation',
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2492,
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1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15663,
'Tokyo + JSLD height to WGS 84 (74)',
'transformation',
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2493,
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1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15664,
'Tokyo + JSLD height to WGS 84 (75)',
'transformation',
7414,
4979,
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2494,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15665,
'Tokyo + JSLD height to WGS 84 (76)',
'transformation',
7414,
4979,
'GSI-Jpn 344137',
76,
2495,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15666,
'Tokyo + JSLD height to WGS 84 (77)',
'transformation',
7414,
4979,
'GSI-Jpn 344138',
77,
2496,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15667,
'Tokyo + JSLD height to WGS 84 (78)',
'transformation',
7414,
4979,
'GSI-Jpn 344139',
78,
2497,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15668,
'Tokyo + JSLD height to WGS 84 (79)',
'transformation',
7414,
4979,
'GSI-Jpn 344140',
79,
2498,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15669,
'Tokyo + JSLD height to WGS 84 (80)',
'transformation',
7414,
4979,
'GSI-Jpn 340130',
80,
2499,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15670,
'Tokyo + JSLD height to WGS 84 (81)',
'transformation',
7414,
4979,
'GSI-Jpn 340131',
81,
2500,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15671,
'Tokyo + JSLD height to WGS 84 (82)',
'transformation',
7414,
4979,
'GSI-Jpn 340132',
82,
2501,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15672,
'Tokyo + JSLD height to WGS 84 (83)',
'transformation',
7414,
4979,
'GSI-Jpn 340133',
83,
2502,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15673,
'Tokyo + JSLD height to WGS 84 (84)',
'transformation',
7414,
4979,
'GSI-Jpn 340134',
84,
2503,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15674,
'Tokyo + JSLD height to WGS 84 (85)',
'transformation',
7414,
4979,
'GSI-Jpn 340135',
85,
2504,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15675,
'Tokyo + JSLD height to WGS 84 (86)',
'transformation',
7414,
4979,
'GSI-Jpn 340136',
86,
2505,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15676,
'Tokyo + JSLD height to WGS 84 (87)',
'transformation',
7414,
4979,
'GSI-Jpn 340137',
87,
2506,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15677,
'Tokyo + JSLD height to WGS 84 (88)',
'transformation',
7414,
4979,
'GSI-Jpn 340138',
88,
2507,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15678,
'Tokyo + JSLD height to WGS 84 (89)',
'transformation',
7414,
4979,
'GSI-Jpn 332129',
89,
2508,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15679,
'Tokyo + JSLD height to WGS 84 (90)',
'transformation',
7414,
4979,
'GSI-Jpn 332130',
90,
2509,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15680,
'Tokyo + JSLD height to WGS 84 (91)',
'transformation',
7414,
4979,
'GSI-Jpn 332131',
91,
2510,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15681,
'Tokyo + JSLD height to WGS 84 (92)',
'transformation',
7414,
4979,
'GSI-Jpn 332132',
92,
2511,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15682,
'Tokyo + JSLD height to WGS 84 (93)',
'transformation',
7414,
4979,
'GSI-Jpn 332133',
93,
2512,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15683,
'Tokyo + JSLD height to WGS 84 (94)',
'transformation',
7414,
4979,
'GSI-Jpn 332134',
94,
2513,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15684,
'Tokyo + JSLD height to WGS 84 (95)',
'transformation',
7414,
4979,
'GSI-Jpn 332135',
95,
2514,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15685,
'Tokyo + JSLD height to WGS 84 (96)',
'transformation',
7414,
4979,
'GSI-Jpn 332136',
96,
2515,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15686,
'Tokyo + JSLD height to WGS 84 (97)',
'transformation',
7414,
4979,
'GSI-Jpn 324129',
97,
2516,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15687,
'Tokyo + JSLD height to WGS 84 (98)',
'transformation',
7414,
4979,
'GSI-Jpn 324130',
98,
2517,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15688,
'Tokyo + JSLD height to WGS 84 (99)',
'transformation',
7414,
4979,
'GSI-Jpn 324131',
99,
2518,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15689,
'Tokyo + JSLD height to WGS 84 (100)',
'transformation',
7414,
4979,
'GSI-Jpn 324132',
100,
2519,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15690,
'Tokyo + JSLD height to WGS 84 (101)',
'transformation',
7414,
4979,
'GSI-Jpn 324133',
101,
2520,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15691,
'Tokyo + JSLD height to WGS 84 (102)',
'transformation',
7414,
4979,
'GSI-Jpn 324134',
102,
2521,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15692,
'Tokyo + JSLD height to WGS 84 (103)',
'transformation',
7414,
4979,
'GSI-Jpn 320130',
103,
2522,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15693,
'Tokyo + JSLD height to WGS 84 (104)',
'transformation',
7414,
4979,
'GSI-Jpn 320131',
104,
2523,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15694,
'Tokyo + JSLD height to WGS 84 (105)',
'transformation',
7414,
4979,
'GSI-Jpn 320132',
105,
2524,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15695,
'Tokyo + JSLD height to WGS 84 (106)',
'transformation',
7414,
4979,
'GSI-Jpn 312130',
106,
2525,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15696,
'Tokyo + JSLD height to WGS 84 (107)',
'transformation',
7414,
4979,
'GSI-Jpn 312131',
107,
2526,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15697,
'Tokyo + JSLD height to WGS 84 (6)',
'transformation',
7414,
4979,
'GSI-Jpn 452141',
6,
2425,
'For medium accuracy.',
1,
9618,
Null,
Null,
'',
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html (Geographical Survey Institute).',
'OGP',
TO_DATE('2008-03-14'),
'2008.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15698,
'ITRF2000 to ITRF2005 (1)',
'transformation',
4919,
4896,
'IERS',
1,
1262,
'Geodesy.',
0,
9606,
Null,
Null,
'At epoch 2000.0. Rates dX=0.0002 m/yr, dy=-0.0001 m/yr, dZ=0.0018 m/yr, rX=rY=rZ=0.0"/yr, dS=-0.00008 ppm/yr.',
'International Earth Rotation Service (IERS). http://itrf.ensg.ign.fr/ITRF_solutions/2005/tp_05-00.php',
'OGP',
TO_DATE('2007-01-20'),
'2009.083',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15699,
'NAD27 to WGS 84 (87)',
'transformation',
4267,
4326,
'JECA-Mex GoM CamS',
87,
3462,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates at 19deg44''N, 92deg21''W. Geoid height used =-13.34m.',
'Fugro Chance',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15700,
'Gulshan 303 to WGS 84 (1)',
'transformation',
4682,
4326,
'SB-BGD',
1,
1041,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived at origin station in Dhaka.',
'IGN Paris.',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15701,
'Kalianpur 1962 to WGS 84 (2)',
'transformation',
4145,
4326,
'TFE-Pak Indus',
2,
2985,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived at Geodetic Survey office in Karachi in 1997.',
'Total',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15702,
'Kalianpur 1962 to WGS 84 (3)',
'transformation',
4145,
4326,
'utp-Pak Badin',
3,
2984,
'Oil exploration.',
3,
9603,
Null,
Null,
'Derived at station S0001, an approximate offset to Survey of India primary station Kat Baman, in 1992 from 180 single point Transit passes observed in 1991 by Fugro-Geodetic for UTP.',
'BP',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15703,
'Kalianpur 1962 to WGS 84 (4)',
'transformation',
4145,
4326,
'utp-Pak Karachi',
4,
2982,
'Oil exploration.',
3,
9603,
Null,
Null,
'Derived at Chitrawala triangulation station by Fugro-Geodetic for UTP.',
'BP',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15704,
'Kalianpur 1962 to WGS 84 (5)',
'transformation',
4145,
4326,
'utp-Pak E Sind',
5,
2983,
'Oil exploration.',
3,
9606,
Null,
Null,
'Derived by Western Geophysical for UTP 1996 East Sind 2D survey.',
'Arco',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15705,
'Minna to WGS 84 (12)',
'transformation',
4263,
4326,
'WGC-Nga 211',
12,
1717,
'Oil industry exploration.',
8,
9606,
Null,
Null,
'Derived via WGS 72(BE). Minna to WGS 72(BE) transformation derived in 1981 for Mobil E\&P Nigeria (MEPCON) by Geodetic Survey through Transit translocation at six stations in southern Nigeria. Used by MEPCON in blocks OPL 215 and 221.',
'',
'OGP',
TO_DATE('2008-11-07'),
'2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15706,
'Minna to WGS 84 (13)',
'transformation',
4263,
4326,
'Elf-Nga',
13,
1717,
'Oil industry exploration.',
7,
9603,
Null,
Null,
'Used by Elf in Blocks OPL 222 and OPL 223 and by Mobil in 1994.',
'',
'OGP',
TO_DATE('2008-11-07'),
'2008.077',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15707,
'ELD79 to WGS 84 (6)',
'transformation',
4159,
4326,
'PCan-Lby Amal',
6,
2987,
'Oil exploration and production',
10,
9603,
Null,
Null,
'Used by Petrocanada and previous licence holders in Amal field, concession 12.',
'PetroCanada',
'OGP',
TO_DATE('2004-11-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15708,
'PRS92 to WGS 84 (1)',
'transformation',
4683,
4326,
'CGS-Phl',
1,
1190,
'Accuracy: 1-10 parts per million.',
0.05,
9607,
Null,
Null,
'Derived during GPS campaign which established PRS92 coordinates at 330 first order stations.',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2004-12-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15709,
'Nouakchott 1965 to WGS 84 (1)',
'transformation',
4680,
4326,
'IGN-Mau',
1,
2972,
'Oil exploration.',
5,
9603,
Null,
Null,
'Derived by IGN in 1992 at 7 stations within Nouakchott city.',
'IGN Paris.',
'OGP',
TO_DATE('2005-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15710,
'Aratu to WGS 84 (10)',
'transformation',
4208,
4326,
'PB-Bra Campos',
10,
2963,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (14) (tfm code 5053) which Petrobras now recommends for the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15711,
'Aratu to WGS 84 (11)',
'transformation',
4208,
4326,
'PB-Bra Santos',
11,
2962,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (13) (tfm code 5051) which Petrobras now recommends for the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15712,
'Aratu to WGS 84 (12)',
'transformation',
4208,
4326,
'PB-Bra EspS',
12,
2964,
'Oil exploration.',
5,
9603,
Null,
Null,
'Replaced by Aratu to WGS 84 (15) (tfm code 5055) which Petrobras now recommends for the area.',
'Petrobras',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15713,
'Gan 1970 to WGS 84 (1)',
'transformation',
4684,
4326,
'NIMA-Mdv',
1,
3274,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'U.S. Defense Mapping Agency TR8350.2 September 1987.',
'OGP',
TO_DATE('2010-03-30'),
'2005.200 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15714,
'Bogota 1975 to MAGNA-SIRGAS (1)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 1',
1,
3082,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15715. See Bogota 1975 to MAGNA-SIRGAS (9), tfm code 15730, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15715,
'Bogota 1975 to WGS 84 (3)',
'transformation',
4218,
4326,
'EPSG-Col reg 1',
3,
3082,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (1) (tfm code 15714).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15716,
'Bogota 1975 to MAGNA-SIRGAS (2)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 2',
2,
3083,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15717. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15731, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15717,
'Bogota 1975 to WGS 84 (4)',
'transformation',
4218,
4326,
'EPSG-Col reg 2',
4,
3083,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (2) (tfm code 15716).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15718,
'Bogota 1975 to MAGNA-SIRGAS (3)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 3',
3,
3084,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15719. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15732, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15719,
'Bogota 1975 to WGS 84 (5)',
'transformation',
4218,
4326,
'EPSG-Col reg 3',
5,
3084,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (3) (tfm code 15718).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15720,
'Bogota 1975 to MAGNA-SIRGAS (4)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 4',
4,
3085,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15721. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15733, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15721,
'Bogota 1975 to WGS 84 (6)',
'transformation',
4218,
4326,
'EPSG-Col reg 4',
6,
3085,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (4) (tfm code 15720).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15722,
'Bogota 1975 to MAGNA-SIRGAS (5)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 5',
5,
3086,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15723. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15734, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15723,
'Bogota 1975 to WGS 84 (7)',
'transformation',
4218,
4326,
'EPSG-Col reg 5',
7,
3086,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (5) (tfm code 15722).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15724,
'Bogota 1975 to MAGNA-SIRGAS (6)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 6',
6,
3087,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15725. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15735, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15725,
'Bogota 1975 to WGS 84 (8)',
'transformation',
4218,
4326,
'EPSG-Col reg 6',
8,
3087,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (6) (tfm code 15724).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15726,
'Bogota 1975 to MAGNA-SIRGAS (7)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 7',
7,
3088,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15727. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15736, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15727,
'Bogota 1975 to WGS 84 (9)',
'transformation',
4218,
4326,
'EPSG-Col reg 7',
9,
3088,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (7) (tfm code 15726).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15728,
'Bogota 1975 to MAGNA-SIRGAS (8)',
'transformation',
4218,
4686,
'IGAC-Col CF reg 8',
8,
3089,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'May be taken as transformation to WGS 84 - see tfm code 15729. See Bogota 1975 to MAGNA-SIRGAS (10), tfm code 15737, for an equivalent transformation using the Molodenski-Badekas 10-parameter method. OGP recommends this alternative.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15729,
'Bogota 1975 to WGS 84 (10)',
'transformation',
4218,
4326,
'EPSG-Col reg 8',
10,
3089,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that MAGNA-SIRGAS is equivalent to WGS 84. Parameter values taken from Bogota 1975 to MAGNA-SIRGAS (8) (tfm code 15728).',
'OGP',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15730,
'Bogota 1975 to MAGNA-SIRGAS (9)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 1',
9,
3082,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (1), tfm code 15714.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15731,
'Bogota 1975 to MAGNA-SIRGAS (10)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 2',
10,
3083,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (2), tfm code 15716.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15732,
'Bogota 1975 to MAGNA-SIRGAS (11)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 3',
11,
3084,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (3), tfm code 15718.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15733,
'Bogota 1975 to MAGNA-SIRGAS (12)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 4',
12,
3085,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (4), tfm code 15720.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15734,
'Bogota 1975 to MAGNA-SIRGAS (13)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 5',
13,
3086,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (5), see tfm code 15722.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15735,
'Bogota 1975 to MAGNA-SIRGAS (14)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 6',
14,
3087,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (6), tfm code 15724.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15736,
'Bogota 1975 to MAGNA-SIRGAS (15)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 7',
15,
3088,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (7), tfm code 15726.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15737,
'Bogota 1975 to MAGNA-SIRGAS (16)',
'transformation',
4218,
4686,
'IGAC-Col MB reg 8',
16,
3089,
'Accuracy about 1 part in 10^5 of distance between points, depending on relative tectonic motion.',
1,
9636,
Null,
Null,
'Source also quotes an equivalent transformation using the Coordinate Frame 7-parameter method - see Bogota 1975 to MAGNA-SIRGAS (8), tfm code 15728.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15738,
'MAGNA-SIRGAS to WGS 84 (1)',
'transformation',
4686,
4326,
'EPSG',
1,
3229,
'MAGNA-SIRGAS is a realisation of WGS 84 coincident to within 1 metre. This transformation has an accuracy equal to the coincidence figure.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15739,
'Amersfoort to ETRS89 (3)',
'transformation',
4289,
4258,
'NCG-Nld 2004',
3,
1275,
'Accuracy 0.5m',
0.5,
9607,
Null,
Null,
'Replaces Amersfoort to ETRS89 (1) (tfm code 1751). Replaced by Amersfoort to ETRS89 (5) (tfm code 4830). Dutch sources also quote an equivalent transformation using the Molodenski-Badekas 10-parameter method (M-B) - see tfm code 15740.',
'Nederlandse Commissie voor Geodesie (NCG).',
'OGP',
TO_DATE('2009-11-24'),
'2007.043 2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15740,
'Amersfoort to ETRS89 (4)',
'transformation',
4289,
4258,
'NCG-Nld 2004',
4,
1275,
'Accuracy 0.5m',
0.5,
9636,
Null,
Null,
'Replaces Amersfoort to ETRS89 (2) (tfm code 1066). Replaced by Amersfoort to ETRS89 (6) (tfm code 4831). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.',
'Nederlandse Commissie voor Geodesie (NCG).',
'OGP',
TO_DATE('2009-11-24'),
'2007.043 2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15741,
'Deir ez Zor to WGS 84 (2)',
'transformation',
4227,
4326,
'Elf-Syr Deir 1991',
2,
2329,
'Oil exploration. Accuracy 5m.',
5,
9603,
Null,
Null,
'Derived by Elf in 1991 from tfm code 1584 concatenated with a tfm from WGS72BE to WGS84.',
'Total',
'OGP',
TO_DATE('2005-05-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15742,
'Deir ez Zor to WGS 84 (5)',
'transformation',
4227,
4326,
'CGG-Syr Isba',
5,
1227,
'Oil exploration. Accuracy 5m.',
5,
9603,
Null,
Null,
'Derived for 1998 Omar seismic survey and used in 2000 for El Isba seismic survey.',
'Total',
'OGP',
TO_DATE('2005-05-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15743,
'Deir ez Zor to WGS 84 (6)',
'transformation',
4227,
4326,
'Tot-Syr Deir 2005',
6,
2329,
'Oil exploration. Accuracy 0.5m.',
0.5,
9606,
Null,
Null,
'Derived 2005 at 5 triangulation stations and using (EGM96 geoid model +1.15m). Used by Total/DEZPC for Jafra and Mazraa seismic surveys. Can be approximated using geocentric translations of dX=-190.6m, dY=+8.8m, dZ=+239.6m.',
'Total',
'OGP',
TO_DATE('2005-05-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15744,
'UKOOA P6/98 seismic bin grid to WGS 84 / UTM zone 31N (1)',
'transformation',
5818,
32631,
'EPSG P6',
1,
1263,
'Example only.',
0,
9666,
Null,
Null,
'As this transformation defines the relationship between the seismic bin grid and the map grid, its accuracy is 0, i.e. there is no loss of positional accuracy through applying the transformation.',
'UKOOA Data Exchange Format P6/98 "Definition of 3D Seismic Binning Grids".',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15745,
'ED50(ED77) to WGS 84 (6)',
'transformation',
4154,
4326,
'Tot-Irn Spars',
6,
3140,
'Petroleum Exploration and Production.',
0.2,
9603,
Null,
Null,
'Derived in Tombak district in March 2005. Used for South Pars phase 11.',
'Total',
'OGP',
TO_DATE('2005-08-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15746,
'Nakhl-e Ghanem to WGS 84 (6)',
'transformation',
4693,
4326,
'TFE-Irn Tombak',
6,
3141,
'Petroleum Exploration and Production.',
0.2,
9603,
Null,
Null,
'Derived in Tombak district in March 2005. Used for South Pars phase 11 and Pars LNG plants.',
'Total',
'OGP',
TO_DATE('2005-08-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15747,
'Tombak LNG Plant Grid to Nakhl-e Ghanem / UTM zone 39N (1)',
'transformation',
5817,
3307,
'Tot-Irn',
1,
3141,
'Engineering survey.',
0,
9621,
Null,
Null,
'',
'Total',
'OGP',
TO_DATE('2006-10-13'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15748,
'BD72 to ETRS89 (2)',
'transformation',
4313,
4258,
'IGN-Bel 0.2m',
2,
1044,
'For applications to an accuracy of 0.2 metre.',
0.2,
9607,
Null,
Null,
'May be taken as approximate transformation BD72 to WGS 84 - see code 15749. Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2006-07-30'),
'2006.550',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15749,
'BD72 to WGS 84 (3)',
'transformation',
4313,
4326,
'IGN-Bel 0.2m',
3,
1044,
'For applications to an accuracy of 0.5 metre.',
0.2,
9607,
Null,
Null,
'Parameter values from BD72 to ETRS89 (2) (code 15748). Scale difference is given by information source as 1.0000012747. Given in this record in ppm to assist application usage.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2006-07-23'),
'2006.550',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15750,
'St. Kitts 1955 to WGS 84 (2)',
'transformation',
4605,
4326,
'NIMA-Kna',
2,
3297,
'For military purposes. Accuracy 25m in each of X, Y and Z axes.',
44,
9603,
Null,
Null,
'Dereived at 2 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-03-30'),
'2005.460 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15751,
'Reunion 1947 to WGS 84 (2)',
'transformation',
4626,
4326,
'IGN-Reu 30m',
2,
3337,
'For military purposes. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 station.',
'IGN (in 2005). Also U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-03-30'),
'2005.460 2005.710 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15752,
'ED79 to WGS 84 (1)',
'transformation',
4668,
4326,
'NIMA-Eur',
1,
1297,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 22 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-03-30'),
'2005.460 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15753,
'ED50 to ED87 (1)',
'transformation',
4230,
4231,
'5Nat-NSea-90',
1,
2330,
'?',
1,
9651,
9102,
9102,
'Latitude differences from ED50 to ED87 in decimal degrees given by coefficients A0 through A14 where U=(latitude - 55) degrees and V=longitude in decimal degrees. Longitude differences given through coefficients B0 through B14.',
'Norwegian Mapping Authority publication 1990:1',
'OGP',
TO_DATE('2005-05-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15754,
'Aratu to WGS 84 (1)',
'transformation',
4208,
4326,
'PB-Bra BC BS ES',
1,
2307,
'Oil exploration.',
10,
9603,
Null,
Null,
'Mean for 3 basins. See Aratu to WGS 84 (10) through (12) (codes 15710-12) for transformations for individual basins. Replaced by Aratu to WGS 84 (13) through (15) (tfm codes 5051, 5053 and 5055) which Petrobras now recommends for the areas.',
'Petrobras.',
'OGP',
TO_DATE('2010-03-31'),
'2010.039 2010.040',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15755,
'Minna to WGS 84 (14)',
'transformation',
4263,
4326,
'Elf-Nga-OML58',
14,
3113,
'Oil industry exploration and production. Accuracy 0.5m.',
7,
9603,
Null,
Null,
'Derived in 1995 at unspecified DMA ADOS stations and Racal stations M101 and ZVS3003. Used by Elf in onshore Blocks OML 58.',
'Total',
'OGP',
TO_DATE('2008-11-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15756,
'Tahiti 79 to RGPF (1)',
'transformation',
4690,
4687,
'IGN-Pyf',
1,
3124,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation Tahiti 79 to WGS 84 - see code 4835.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2010-02-18'),
'2010.012',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15757,
'Moorea 87 to RGPF (1)',
'transformation',
4691,
4687,
'IGN-Pyf',
1,
3125,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation Moorea 87 to WGS 84 - see code 15769.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15758,
'Tahaa 54 to RGPF (1)',
'transformation',
4629,
4687,
'IGN-Pyf',
1,
2812,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation Tahaa 54 to WGS 84 - see code 15770.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15759,
'Maupiti 83 to RGPF (1)',
'transformation',
4692,
4687,
'IGN-Pyf',
1,
3126,
'Accuracy +/- 0.5 metre.',
0.5,
9603,
Null,
Null,
'May be taken as approximate transformation Maupiti 83 to WGS 84 - see code 15771.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15760,
'Fatu Iva 72 to RGPF (1)',
'transformation',
4688,
4687,
'IGN-Pyf',
1,
3133,
'Accuracy +/- 1 to 2 metres.',
2,
9607,
Null,
Null,
'May be taken as approximate transformation Fatu Iva 72 to WGS 84 - see code 15772.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15761,
'IGN63 Hiva Oa to RGPF (1)',
'transformation',
4689,
4687,
'IGN-Pyf HivaOa',
1,
3131,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15773.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15762,
'IGN63 Hiva Oa to RGPF (2)',
'transformation',
4689,
4687,
'IGN-Pyf Tahuata',
2,
3132,
'Accuracy +/- 1 to 2 metres.',
2,
9607,
Null,
Null,
'May be taken as approximate transformation IGN63 Hiva Oa to WGS 84 - see code 15774.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15763,
'IGN72 Nuku Hiva to RGPF (1)',
'transformation',
4630,
4687,
'IGN-Pyf NukuHiva',
1,
2810,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15775.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15764,
'IGN72 Nuku Hiva to RGPF (2)',
'transformation',
4630,
4687,
'IGN-Pyf UaHuka',
2,
3127,
'Accuracy +/- 1 to 2 metres.',
2,
9607,
Null,
Null,
'May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15776.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15765,
'IGN72 Nuku Hiva to RGPF (3)',
'transformation',
4630,
4687,
'IGN-Pyf UaPou',
3,
3128,
'Accuracy +/- 0.5 metre.',
0.5,
9607,
Null,
Null,
'May be taken as approximate transformation IGN72 Nuku Hiva to WGS 84 - see code 15777.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15766,
'RGPF to WGS 84 (1)',
'transformation',
4999,
4979,
'IGN-Pyf',
1,
1098,
'Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).',
0.5,
9607,
Null,
Null,
'Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15767,
'RGPF to WGS 84 (2)',
'transformation',
4999,
4979,
'EPSG-Pyf',
2,
1098,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15768,
'Tahiti 79 to WGS 84 (1)',
'transformation',
4690,
4687,
'EPSG-Pyf',
1,
3124,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahiti 79 to RGPF (1) (tfm code 15756).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'2010.012',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15769,
'Moorea 87 to WGS 84 (1)',
'transformation',
4691,
4326,
'EPSG-Pyf',
1,
3125,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Moorea 87 to RGPF (1) (tfm code 15757).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15770,
'Tahaa 54 to WGS 84 (2)',
'transformation',
4629,
4326,
'EPSG-Pyf',
2,
2812,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Tahaa 54 to RGPF (1) (tfm code 15758).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15771,
'Maupiti 83 to WGS 84 (1)',
'transformation',
4692,
4326,
'EPSG-Pyf',
1,
3126,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Maupiti 83 to RGPF (1) (tfm code 15759).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15772,
'Fatu Iva 72 to WGS 84 (1)',
'transformation',
4688,
4326,
'EPSG-Pyf',
1,
3133,
'Accuracy +/- 2 metres.',
2,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from Fatu Iva 72 to RGPF (1) (tfm code 15760).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15773,
'IGN63 Hiva Oa to WGS 84 (1)',
'transformation',
4689,
4326,
'EPSG-Pyf HivaOa',
1,
3131,
'Accuracy +/- 1 metre.',
2,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (1) (tfm code 15761).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15774,
'IGN63 Hiva Oa to WGS 84 (2)',
'transformation',
4689,
4326,
'EPSG-Pyf Tahuata',
2,
3132,
'Accuracy +/- 2 metres.',
2,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN63 Hiva Oa to RGPF (2) (tfm code 15762).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15775,
'IGN72 Nuku Hiva to WGS 84 (2)',
'transformation',
4630,
4326,
'EPSG-Pyf NukuHiva',
1,
2810,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (1) (tfm code 15763).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15776,
'IGN72 Nuku Hiva to WGS 84 (3)',
'transformation',
4630,
4326,
'EPSG-Pyf UaHuka',
2,
3127,
'Accuracy +/- 2 metres.',
2,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15764).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15777,
'IGN72 Nuku Hiva to WGS 84 (4)',
'transformation',
4630,
4326,
'EPSG-Pyf UaPou',
3,
3128,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84. Parameter values taken from IGN72 Nuku Hiva to RGPF (2) (tfm code 15765).',
'OGP',
'OGP',
TO_DATE('2005-08-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15778,
'ELD79 to WGS 84 (7)',
'transformation',
4159,
4326,
'Tot-Lby NC192',
7,
3142,
'Oil exploration and production.',
0.5,
9603,
Null,
Null,
'Derived by Total at stations SDL 130-03, 04 and 05 in May 2005.',
'Total',
'OGP',
TO_DATE('2005-08-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15779,
'Gulshan 303 to WGS 84 (1)',
'transformation',
4682,
4326,
'SB-Bgd',
1,
1041,
'Oil exploration.',
1,
9603,
Null,
Null,
'Derived at origin station in Dhaka. Source information given to 3 decimal places but rounded by OGP to be commensurate with stated accuracy.',
'Survey of Bangadesh via IGN Paris and Tullow Oil.',
'OGP',
TO_DATE('2007-02-06'),
'2006.470 2007.015',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15780,
'POSGAR 94 to WGS 84 (1)',
'transformation',
4190,
4326,
'EPSG-Arg',
1,
1033,
'Approximation at the +/- 1m level.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2005-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15781,
'WGS 84 to EGM84 geoid height (1)',
'transformation',
4979,
5798,
'NGA-World',
1,
1262,
'Derivation of gravity-related heights from GPS observations.',
1,
9661,
Null,
Null,
'Replaced by WGS 84 to EGM96 Geoid height (1) (tfm code 10084).',
'US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2010-02-18'),
'2007.043 2008.010 2009.008',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15782,
'Campo Inchauspe to POSGAR 94 (1)',
'transformation',
4221,
4694,
'IGM-Arg',
1,
1033,
'Accuracy 5m in each axis.',
5,
9603,
Null,
Null,
'Adopted from U.S. Defense Mapping Agency values for Campo Inchauspe to WGS 84 (tfm code 1127) assuming that POSGAR 94 is equivalent to WGS 84.',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2005-05-21'),
'2005.200',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15783,
'IGN53 Mare to WGS 84 (2)',
'transformation',
4641,
4326,
'IGN-Ncl Mare',
2,
2819,
'Accuracy 5 metres.',
5,
9603,
Null,
Null,
'Withdrawn by information source and replaced by improved information from local authority - see tfm code 15901.',
'IGN Paris',
'OGP',
TO_DATE('2006-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15784,
'Le Pouce 1934 to WGS 84 (1)',
'transformation',
4699,
4326,
'UEL-Mus',
1,
3209,
'Accuracy 2m.',
2,
9603,
Null,
Null,
'Derived at 17 stations in 1994 by University of East London. Residuals less than 2m.',
'Ministry of Housing and Lands.',
'OGP',
TO_DATE('2006-01-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15785,
'AGD84 to WGS 84 (9)',
'transformation',
4203,
4326,
'OGP-Aus 1m',
9,
2576,
'1m accuracy.',
1,
9615,
Null,
Null,
'Transformation taken from AGD84 to GDA94 (5) (code 1804) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4203 and 4326 have longitudes positive east.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15786,
'AGD66 to WGS 84 (17)',
'transformation',
4202,
4326,
'OGP-Aus 0.1m',
17,
2575,
'1m accuracy.',
1,
9615,
Null,
Null,
'Transformation taken from AGD66 to GDA94 (11) (code 1803) assuming that GDA94 is equivalent to WGS 84 within the accuracy of this tfm. Uses NTv2 method which expects longitudes positive west; EPSG CRS codes 4202 and 4326 have longitudes positive east.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15787,
'IGCB 1955 to WGS 84 (1)',
'transformation',
4701,
4326,
'Tot-Cod',
1,
3171,
'Oil exploration. Accuracy 5m.',
5,
9603,
Null,
Null,
'Derived by Topnav in 1991 at station TSH 85.',
'Petrofina',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15788,
'AGD66 to WGS 84 (16)',
'transformation',
4202,
4326,
'OGP-Aus 5m',
16,
2575,
'5m accuracy.',
5,
9603,
Null,
Null,
'Parameter values from AGD66 to GDA94 (1) (code 1278). Derived at 162 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15789,
'AGD84 to WGS 84 (8)',
'transformation',
4203,
4326,
'OGP-Aus 5m',
8,
2575,
'5m accuracy.',
5,
9603,
Null,
Null,
'Parameter values from AGD84 to GDA94 (1) (code 1279). Derived at 327 stations. Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the tfm. AGD84 officially adopted only in Queensland, South Australia and Western Australia.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15790,
'Mhast (offshore) to WGS 72BE (1)',
'transformation',
4705,
4324,
'CHV-Ago Cab',
1,
3180,
'Oil industry exploration and production between 1979 and 1987.',
10,
9603,
Null,
Null,
'Derived by Oceaneering for CABGOC in 1979. Mean of parameters derived by single point Transit translocation at 2 stations (Mongo Tando and N''To). Applied to single point Transit translocations at other stations to define Mhast (offshore) coordinates.',
'ChevronTexaco',
'OGP',
TO_DATE('2006-01-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15791,
'Malongo 1987 to WGS 84 (3)',
'transformation',
4259,
4326,
'CHV-Ago Cab87',
3,
3179,
'Oil industry exploration and production between September 1987 and April 1989.',
10,
9603,
Null,
Null,
'Derived via WGS 72BE by Geodetic for Chevron in 1987 by single point Transit translocation at 1 station (Malongo Y). Replaced in 1989 by Malongo 1987 to WGS 84 (1) (code 1330).',
'ChevronTexaco',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15792,
'Egypt Gulf of Suez S-650 TL to WGS 72BE (1)',
'transformation',
4706,
4324,
'ESL-Egy GoS',
1,
2341,
'Oil industry exploration and production between 1980 and 1984.',
5,
9603,
Null,
Null,
'Derived by Egypt Surveys Limited through single point Transit translocation at 1 station (S-650).',
'Various industry sources',
'OGP',
TO_DATE('2006-01-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15793,
'Barbados 1938 to WGS 84 (1)',
'transformation',
4212,
4326,
'UKHO-Brb',
1,
1042,
'Accuracy 2.5m.',
3,
9603,
Null,
Null,
'Derived at 2 stations (S40 and M1, St Annes Tower) in 2004.',
'UK Hydrographic Office',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15794,
'Cocos Islands 1965 to WGS 84 (1)',
'transformation',
4708,
4326,
'DMA-Cck',
1,
1069,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15795,
'Tern Island 1961 to WGS 84 (1)',
'transformation',
4707,
4326,
'DMA-Usa HI Tern',
1,
3181,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station. Same transformation parameter values related to same datum area given in original 1987 DMA TR8350.2 edition for Sorol Atoll.',
'DMA / NIMA / NSA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15796,
'Iwo Jima 1945 to WGS 84 (1)',
'transformation',
4709,
4326,
'DMA-Jpn IwoJ',
1,
3200,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15797,
'Ascension Island 1958 to WGS 84 (1)',
'transformation',
4712,
4326,
'DMA-Shn Asc',
1,
3182,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15798,
'St. Helena 1971 to WGS 84 (1)',
'transformation',
4710,
4326,
'DMA-Shn Hel',
1,
3183,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15799,
'Marcus Island 1952 to WGS 84 (1)',
'transformation',
4711,
4326,
'DMA-Jpn Marcus',
1,
3203,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15800,
'Ayabelle Lighthouse to WGS 84 (1)',
'transformation',
4713,
4326,
'DMA-Dji',
1,
1081,
'For military purposes only. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15801,
'Bellevue to WGS 84 (1)',
'transformation',
4714,
4326,
'DMA-Vut',
1,
3193,
'Millitary and topographic mapping; Accuracy +/- 20 m in each axis',
35,
9603,
Null,
Null,
'Derived at 3 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15802,
'Camp Area Astro to WGS 84 (1)',
'transformation',
4715,
4326,
'DMA-Ata McMurdo',
1,
3205,
'Miltiary and scientific mapping.',
999,
9603,
Null,
Null,
'No accuracy estimate available.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15803,
'Phoenix Islands 1966 to WGS 84 (1)',
'transformation',
4716,
4326,
'DMA-Kir Phoenix',
1,
3196,
'Miltary and topographic mapping. Accuracy +/- 15 m in each axis.',
26,
9603,
Null,
Null,
'Derived at 4 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15804,
'Cape Canaveral to WGS 84 (1)',
'transformation',
4717,
4326,
'DMA-Bha Usa-FL',
1,
3206,
'US space and military operations. Accuracy +/- 3 m in each axis.',
6,
9603,
Null,
Null,
'Derived at 19 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15805,
'Solomon 1968 to WGS 84 (1)',
'transformation',
4718,
4326,
'DMA-Slb Gizo',
1,
3198,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15806,
'Easter Island 1967 to WGS 84 (1)',
'transformation',
4719,
4326,
'DMA-Chl Easter',
1,
3188,
'Military and topographic mapping. Accuracy +/- 25m in each axis',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15807,
'Solomon 1968 to WGS 84 (2)',
'transformation',
4718,
4326,
'DMA-Slb Guad',
2,
3197,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15808,
'Diego Garcia 1969 to WGS 84 (1)',
'transformation',
4724,
4326,
'DMA-Iot Garcia',
1,
3189,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15809,
'Johnston Island 1961 to WGS 84 (1)',
'transformation',
4725,
4326,
'DMA-Umi Johnston',
1,
3201,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations. Note: NGA online html files carry a different dZ value - OGP believe this is an erroneous transcription from the TR8350.2 line above.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15810,
'Kusaie 1951 to WGS 84 (1)',
'transformation',
4735,
4326,
'DMA-Fsm Carol',
1,
3192,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15811,
'Antigua 1943 to WGS 84 (2)',
'transformation',
4601,
4326,
'DMA-Atg Ant',
2,
1273,
'Military mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Determined from 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15812,
'Deception Island to WGS 84 (1)',
'transformation',
4736,
4326,
'DMA-Ata Dec',
1,
3204,
'Scientific mapping. Accuracy +/- 20m in each axis.',
35,
9603,
Null,
Null,
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15813,
'South Georgia 1968 to WGS 84 (1)',
'transformation',
4722,
4326,
'DMA-Sgs Sgeorg',
1,
3187,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Determined from 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15814,
'Little Cayman 1961 to WGS 84 (1)',
'transformation',
4726,
4326,
'DMA-Cym Little Brac',
1,
3186,
'Military mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Determined from 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15815,
'Pico de las Nieves 1984 to WGS 84 (1)',
'transformation',
4728,
4326,
'DMA-Esp Canary',
1,
3199,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Determined at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2009-06-02'),
'2009.033',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15816,
'Tristan 1968 to WGS 84 (1)',
'transformation',
4734,
4326,
'DMA-Shn Tris',
1,
3184,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Determined at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15817,
'Midway 1961 to WGS 84 (1)',
'transformation',
4727,
4326,
'DMA-Umi Midway 1987',
1,
3202,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station. Information source states "provided for historical purposes only. These parameter [values] should not be used". Replaced by Midway 1961 to WGS 84 (2) (tfm code 15818).',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-03-22'),
'2006.890 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15818,
'Midway 1961 to WGS 84 (2)',
'transformation',
4727,
4326,
'DMA-Umi Midway 2003',
2,
3202,
'Military and topographic mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station. Replaces Midway 1961 to WGS 84 (1) (tfm code 15817).',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 2, 23rd June 2004)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15819,
'Pitcairn 1967 to WGS 84 (1)',
'transformation',
4729,
4326,
'DMA-Pcn Pitcairn Isl',
1,
3208,
'Millitary and topographic mapping. Accuracy +/- 25 m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15820,
'Santo 1965 to WGS 84 (1)',
'transformation',
4730,
4326,
'DMA-Vut',
1,
3194,
'For military and topographic mapping. Accuracy 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15821,
'Viti Levu 1916 to WGS 84 (1)',
'transformation',
4731,
4326,
'DMA-Fji',
1,
3195,
'For military and topographic mapping. Accuracy +/-25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15822,
'Marshall Islands 1960 to WGS 84 (1)',
'transformation',
4732,
4326,
'DMA-Mhl 1960',
1,
3191,
'For military and topographic mapping. Accuracy +/-3 m in each axis.',
6,
9603,
Null,
Null,
'Derived at 10 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15823,
'Wake Island 1952 to WGS 84 (1)',
'transformation',
4733,
4326,
'DMA-Mhl Wake',
1,
3190,
'For military and topographic mapping. Accuracy +/-25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-01-04'),
'2006.890',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15824,
'Old Hawaiian to WGS 84 (3)',
'transformation',
4135,
4326,
'DMA-Usa HI 1987',
3,
1334,
'Military mapping. Accuracy +/- 25m in X axis, +/- 20m in Y and Z axes.',
38,
9603,
Null,
Null,
'Derived at 15 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15825,
'Old Hawaiian to WGS 84 (4)',
'transformation',
4135,
4326,
'DMA-Usa HI Haw 1991',
4,
1546,
'Military mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15826,
'Old Hawaiian to WGS 84 (5)',
'transformation',
4135,
4326,
'DMA-Usa HI Kauai 1991',
5,
1549,
'Military mapping. Accuracy +/- 20m in each axis.',
35,
9603,
Null,
Null,
'Derived at 3 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15827,
'Old Hawaiian to WGS 84 (6)',
'transformation',
4135,
4326,
'DMA-Usa HI Maui 1991',
6,
1547,
'Military mapping. Accuracy +/- 25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 2 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15828,
'Old Hawaiian to WGS 84 (7)',
'transformation',
4135,
4326,
'DMA-Usa HI Oahu 1991',
7,
1548,
'Military mapping only. Accuracy +/- 10m in X axis, +/- 6m in Y and Z axes.',
14,
9603,
Null,
Null,
'Derived at 8 satellite stations.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15829,
'Little Cayman 1961 to WGS 84 (2)',
'transformation',
4726,
4326,
'UNO-Cym Little Brac',
2,
3186,
'Topographic survey. Accuracy +/- 1m.',
1,
9603,
Null,
Null,
'Determined from 2 satellite stations.',
'Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15830,
'Grand Cayman 1959 to WGS 84 (1)',
'transformation',
4723,
4326,
'UNO-Cym Grand',
1,
3185,
'Topographic survey. Accuracy +/- 1m.',
1,
9603,
Null,
Null,
'Determined from 6 satellite stations.',
'Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, November 1998.',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15831,
'Korea 2000 to WGS 84 (1)',
'transformation',
4737,
4326,
'OGP-Kor',
1,
1135,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that ITRF2000 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15832,
'RGPF to WGS 84 (1)',
'transformation',
4687,
4326,
'IGN-Pyf',
1,
1098,
'Accuracy +/- 0.5 metre (to original definition of WGS 84 - see remarks).',
0.5,
9607,
Null,
Null,
'Transformation is to original definition of WGS 84. It is consistent with later WGS 84 realisations G730, G873 and G1150 to no better than 1m.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15833,
'RGPF to WGS 84 (2)',
'transformation',
4687,
4326,
'EPSG-Pyf',
2,
1098,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RGPF is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2006-01-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15834,
'NAD83 to NAD83(HARN) (44)',
'transformation',
4269,
4152,
'NGS-Usa NC',
44,
1402,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15835.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15835,
'NAD83 to WGS 84 (55)',
'transformation',
4269,
4326,
'OGP-Usa NC',
55,
1402,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (44) (code 15834) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15836,
'NAD83 to NAD83(HARN) (45)',
'transformation',
4269,
4152,
'NGS-Usa SC',
45,
1409,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15837.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15837,
'NAD83 to WGS 84 (56)',
'transformation',
4269,
4326,
'OGP-Usa SC',
56,
1409,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (45) (code 15836) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15838,
'NAD83 to NAD83(HARN) (46)',
'transformation',
4269,
4152,
'NGS-Usa PA',
46,
1407,
'Geodetic survey. Accuracy 0.05m at 67% confidence level.',
0.05,
9613,
Null,
Null,
'Uses NADCON method which expects longitudes positive west; EPSG GeogCRSs NAD83 (code 4269) and NAD83(HARN) (code 4152) have longitudes positive east. May be taken as approximate transformation NAD83-WGS 84 - see code 15839.',
'US Coast \& Geodetic Survey www.ngs.noaa.gov NADCON readme file',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15839,
'NAD83 to WGS 84 (57)',
'transformation',
4269,
4326,
'OGP-Usa PA',
57,
1407,
'Approximation at the +/- 1m level.',
1,
9613,
Null,
Null,
'Parameter files are from NAD83 to NAD83(HARN) (46) (code 15838) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15840,
'Old Hawaiian to WGS 84 (8)',
'transformation',
4135,
4326,
'OGP-Usa HI 2m',
8,
1334,
'Accuracy of transformation consistent with equivalence of WGS 84 and NAD 84 for Hawaii Islands. +/- 1 to 2 meters.',
2,
9613,
Null,
Null,
'Transformation steps are from Old Hawaiian to NAD83 (1) (code 1454) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15841,
'Puerto Rico to WGS 84 (4)',
'transformation',
4139,
4326,
'OGP-Pri 2m',
4,
1194,
'Accuracy of transformation consistent with equivalence of WGS 84 and NAD 83 for Puerto Rico. +/- 1 to 2 meters.',
2,
9613,
Null,
Null,
'Transformation steps are from Puerto Rico to NAD83 (1) (code 1461) assuming that NAD83 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15842,
'Hong Kong 1963(67) to WGS 84 (1)',
'transformation',
4739,
4326,
'UKHO-Hkg',
1,
1118,
'Military mapping. Accuracy +/- 1m.',
1,
9603,
Null,
Null,
'Derived at 2 satellite stations. Care: does not use Hong Kong 1963 (code 4838) as the source CRS.',
'UK Hydrographic office and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2007-08-01'),
'2006.890 2007.071',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15843,
'PZ-90 to WGS 84 (1)',
'transformation',
4740,
4326,
'GiK-World',
1,
1262,
'Geodetic applications. Accuracy better than 1.5 metres.',
1.5,
9607,
Null,
Null,
'Derived through Glonass and GPS at 30 stations throughout USSR - Former Soviet Union (FSU).',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2008-07-15'),
'2008.062',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15844,
'Pulkovo 1942 to PZ-90 (1)',
'transformation',
4284,
4740,
'GiK-Rus',
1,
2423,
'Accuracy within area of primary CS42 control = 1 to 2m; accuracy at distant points 3 to 4 m.',
4,
9607,
Null,
Null,
'Derived through Glonass at 30 stations throughout USSR - Former Soviet Union (FSU). Mandated for use in Russia by GosStandard of Russia Decree #327 of August 9, 2001.',
'Geodeziya i Katografiya, 1993. Also GOST R 51794-2001.',
'OGP',
TO_DATE('2008-07-15'),
'2008.062',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15845,
'Pampa del Castillo to WGS 84 (1)',
'transformation',
4161,
4326,
'UNO-Arg ComRiv',
1,
1265,
'Geodetic surveying within the oil industry. Accuracy 25 m.',
25,
9603,
Null,
Null,
'Transformation parameter precision given to millimetres in information source but due to accuracy rounded to nearest decimetre for EPSG database.',
'Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, December 1999. www.asprs.org/',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15846,
'Egypt Gulf of Suez S-650 TL to WGS 84 (2)',
'transformation',
4706,
4326,
'Racal-Egy GoS',
2,
2341,
'Used for oil exploration by GUPCO.',
5,
9603,
Null,
Null,
'Sometime referred to as "Egypt 1907 to WGS 84". However, application to WGS 84 coordinates of the reverse of this tfm results in Gulf of Suez S-650 TL, not Egypt 1907, position. Gulf of Suez S-650 TL and Egypt 1907 CRSs differ by some 20 metres.',
'Maridive',
'OGP',
TO_DATE('2006-02-03'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15847,
'MOP78 to WGS 84 (2)',
'transformation',
4639,
4326,
'IGN-Wlf Wallis',
2,
2815,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'Replaces information from 2001 (tfm code 1925).',
'IGN Paris (2005).',
'OGP',
TO_DATE('2006-02-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15848,
'ST84 Ile des Pins to WGS 84 (2)',
'transformation',
4642,
4326,
'IGN-Ncl Pins',
2,
2820,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2006-02-09'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15849,
'Beduaram to WGS 84 (2)',
'transformation',
4213,
4326,
'ELF-Ner SE 91',
2,
2771,
'Oil exploration.',
15,
9603,
Null,
Null,
'Used by Elf / CGG between December 1991 and March 1992. Probably derived from results of concatenated tfm Beduaram to WGS 84 (1) (code 8634).',
'Total',
'OGP',
TO_DATE('2006-02-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15850,
'IGN 1962 Kerguelen to WGS 84 (1)',
'transformation',
4698,
4326,
'IGN-Atf Kerg',
1,
2816,
'Accuracy +/- 10 metres.',
10,
9603,
Null,
Null,
'Also published in US NIMA/NGA TR8350.2 which gives accuracy of +/-25m in each axis and states that derived at one station.',
'IGN Paris.',
'OGP',
TO_DATE('2005-11-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15851,
'NAD27 to WGS 84 (79)',
'transformation',
4267,
4326,
'OGP-Usa Conus',
79,
2374,
'Recommended for oil industry use in US Gulf of Mexico (GoM). Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.',
5,
9613,
Null,
Null,
'Transformation taken from NAD27 to NAD83 (1) (code 1241) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.',
'OGP',
'OGP',
TO_DATE('2006-03-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15852,
'NAD27 to WGS 84 (80)',
'transformation',
4267,
4326,
'JECA-Usa GoM E',
80,
3358,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).',
'Fugro Chance',
'OGP',
TO_DATE('2007-03-22'),
'2006.830 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15853,
'NAD27 to WGS 84 (81)',
'transformation',
4267,
4326,
'JECA-Usa GoM C',
81,
3359,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).',
'Fugro Chance',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15854,
'NAD27 to WGS 84 (82)',
'transformation',
4267,
4326,
'JECA-Usa GoM W',
82,
3360,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).',
'Fugro Chance',
'OGP',
TO_DATE('2007-03-22'),
'2006.830 2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15855,
'NAD27 to WGS 84 (83)',
'transformation',
4267,
4326,
'JECA-Mex GoM Tam',
83,
3361,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates at 21deg55''N, 97deg20''W. Geoid height used =-17m.',
'Fugro Chance',
'OGP',
TO_DATE('2008-06-24'),
'2006.830 2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15856,
'NAD27 to WGS 84 (84)',
'transformation',
4267,
4326,
'ESC-Usa GoM',
84,
3357,
'Oil exploration and production. Accuracy 8 metres.',
8,
9603,
Null,
Null,
'Developed by EnSoCo Inc. Replaced by NAD27 to WGS 84 (79) (tfm code 15851).',
'EnSoCo',
'OGP',
TO_DATE('2007-03-22'),
'2007.043',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15857,
'IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1)',
'transformation',
3367,
3343,
'MMI-Mau W',
1,
2971,
'Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15861.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15858,
'IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1)',
'transformation',
3368,
3344,
'MMI-Mau C',
1,
2970,
'Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15862.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15859,
'IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1)',
'transformation',
3369,
3345,
'MMI-Mau E',
1,
2969,
'Minerals management. Accuracy 40m. Oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to Mauritania 1999 coordinates.',
40,
9624,
Null,
Null,
'Parameter values consistent with the OGP Affine parametric transformation method derived by OGP from the published Helmert 2D parameter values. May be used for transformations to WGS 84 - see tfm code 15863.',
'"Resultats des calculs de la campagne geodesique realisee dans le cadre du projet du cadastre minier", Direction de la Topographie et de la Cartographie, July 1999.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15860,
'Mauritania 1999 to WGS 84 (1)',
'transformation',
4702,
4326,
'OGP-Mau',
1,
1157,
'Minerals management. Accuracy 1m.',
1,
9603,
Null,
Null,
'Mauritania 1999 can be considered to be the same as WGS 84 within the accuracy of this transformation.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15861,
'IGN Astro 1960 / UTM zone 28N to WGS 84 / UTM zone 28N (1)',
'transformation',
3367,
32628,
'OGP-Mau W',
1,
2971,
'Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.',
40,
9624,
Null,
Null,
'Transformation taken from IGN Astro 1960 / UTM zone 28N to Mauritania 1999 / UTM zone 28N (1) (tfm code 15857) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15862,
'IGN Astro 1960 / UTM zone 29N to WGS 84 / UTM zone 29N (1)',
'transformation',
3368,
32629,
'OGP-Mau C',
1,
2970,
'Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.',
1,
9624,
Null,
Null,
'Transformation taken from IGN Astro 1960 / UTM zone 29N to Mauritania 1999 / UTM zone 29N (1) (tfm code 15858) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15863,
'IGN Astro 1960 / UTM zone 30N to WGS 84 / UTM zone 30N (1)',
'transformation',
3369,
32630,
'OGP-Mau E',
1,
2969,
'Minerals management. Accuracy 40m. However, oil industry considers Mining Cadastre 1999 to be exactly defined by reverse application of this transformation to WGS 84 coordinates.',
1,
9624,
Null,
Null,
'Transformation taken from IGN Astro 1960 / UTM zone 30N to Mauritania 1999 / UTM zone 30N (1) (tfm code 15859) assuming that Mauritania 1999 is equivalent to WGS 84 within the accuracy of this tfm.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15864,
'NAD27 to WGS 84 (85)',
'transformation',
4267,
4326,
'OGP-Usa AK',
85,
2373,
'Accuracy at 67% confidence level is 0.15m onshore, 5m nearshore and undetermined farther offshore.',
5,
9613,
Null,
Null,
'Transformation taken from NAD27 to NAD83 (1) (code 1243) assuming that NAD83 is equivalent to WGS 84 within the accuracy of this tfm. Uses NADCON method which expects longitudes positive west; EPSG CRS codes 4267 and 4326 have longitudes positive east.',
'OGP',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15865,
'Pulkovo 1942 to WGS 84 (16)',
'transformation',
4284,
4326,
'OGP-Rus',
16,
2423,
'Accuracy 4.5 metres.',
4.5,
9607,
Null,
Null,
'Derived via PZ-90 at 30 stations throughout USSR (Former Soviet Union, FSU) through concatenation of Pulkovo 1942 to PZ-90 (1) (tfm code 15844) and PZ-90 to WGS 84 (1) (tfm code 15843).',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2008-07-15'),
'2008.062',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15866,
'FD54 to ED50 (1)',
'transformation',
4741,
4230,
'KMS-Fro',
1,
3248,
'Defines ED50 in the Faroe Islands: transformation therefore considered exact.',
0,
9603,
Null,
Null,
'Derived at 3 points in 1976. This transformation then used to define ED50 on the Faroe Islands.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15867,
'PD/83 to ETRS89 (1)',
'transformation',
4746,
4258,
'BKG-Deu Thur',
1,
2544,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived at 10 points of the German GPS Network DREF.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15868,
'RD/83 to ETRS89 (1)',
'transformation',
4745,
4258,
'BKG-Deu Sach',
1,
2545,
'For applications with an accuracy at 0.1m level',
0.1,
9606,
Null,
Null,
'Derived in 2001 at 31 points of the German GPS Network DREF in former East Germany. Although for high accuracy limited to Saxony, may be taken as approximate transformation between DHDN and WGS 84 for all former East German states - see code 15869.',
'Institute for Cartography and Geodesy; Leipzig via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15869,
'DHDN to WGS 84 (3)',
'transformation',
4314,
4326,
'OGP-Deu E',
3,
1343,
'For applications with an accuracy at 2m level',
2,
9606,
Null,
Null,
'Parameter values taken from RD/83 to ETRS89 (1) (tfm code 15868) assuming that within the accuracy of the transformation ETRS89 is equivalent to WGS 84 and RD/83 is equivalent to DHDN.',
'OGP',
'OGP',
TO_DATE('2006-12-29'),
'2006.894 2006.992',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15870,
'Jouik 1961 to WGS 84 (1)',
'transformation',
4679,
4326,
'Wood-Mrt',
1,
2967,
'Hydrographic survey',
1,
9603,
Null,
Null,
'Derived at 5 points in 2002.',
'Woodside',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15871,
'Nahrwan 1967 to WGS 84 (6)',
'transformation',
4270,
4326,
'IGN-Irq',
6,
1124,
'Oil exploration.',
5,
9603,
Null,
Null,
'Derived by concatenation of parameter values published by IGN Paris from Nahrwan 1967 to WGS 72 at the Nahrwan SE Base trig station near Baghdad with DMA WGS 72 to WGS 84 parameter values.',
'Total',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15872,
'Karbala 1979 to WGS 84 (1)',
'transformation',
4743,
4326,
'OEC-Irq Bas',
1,
3397,
'Oil exploration.',
5,
9603,
Null,
Null,
'Derived from shifts in UTM rectangular coordinates for one point in Basra area provided by Iraq National Oil Exploration Company. Replaced by Karbala 1979 to WGS 84 (2) (tfm code 5078).',
'Total',
'OGP',
TO_DATE('2010-03-31'),
'2009.003 2009.027 2010.043 2010.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15873,
'Douala 1948 to WGS 84 (1)',
'transformation',
4192,
4326,
'Tot-Cmr',
1,
2555,
'Oil exploration.',
10,
9603,
Null,
Null,
'Derived at Manoca tower assuming the pyramid on the tower and the centre of the tower resevoir are co-located. This assumption carries a few metres uncertainty.',
'Total',
'OGP',
TO_DATE('2006-06-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15874,
'Nord Sahara 1959 to WGS 84 (7)',
'transformation',
4307,
4326,
'ENG-Dza Mou',
7,
3402,
'Oil exploration and production. Accuracy 5m.',
5,
9603,
Null,
Null,
'Derived at 11 stations throughout blocks 317b, 319b, 321b and 322b. Network based on station P4 (horizontal) and benchmark RN51 (vertical) using EGM96 geoid height. Used by Statoil in Hassi Mouina.',
'Enageo via Sonartrach.',
'OGP',
TO_DATE('2006-07-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15875,
'Fiji 1956 to WGS 84 (1)',
'transformation',
4721,
4326,
'DGC-Fji',
1,
3398,
'For military purposes. Accuracy 5m, 3m and 2m in X, Y and Z axes.',
7,
9603,
Null,
Null,
'Derived at 20 stations.',
'UK Defence Geographic Centre',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15876,
'Fiji 1986 to WGS 84 (1)',
'transformation',
4720,
4326,
'OGP-Fji',
1,
1094,
'tbc',
2,
9606,
Null,
Null,
'Approximation at the +/- 2m level assuming that Fiji 1986 is equivalent to WGS 72. Parameter values taken from WGS 72 to WGS 84 (1) (tfm code 1237).',
'OGP',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15877,
'Fiji 1986 to WGS 84 (2)',
'transformation',
4720,
4326,
'FD-Fji',
2,
3398,
'Horizontal accuracy 2m, vertical accuracy approximately 40 metres..',
40,
9607,
Null,
Null,
'Suitable for GIS mapping purposes but not rigorous surveying. Very similar results may be obtained through Fiji 1986 to WGS 84 (1) (tfm code 15876).',
'Fiji Forest Department via SOPAC',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15878,
'Vanua Levu 1915 to WGS 84 (1)',
'transformation',
4748,
4326,
'OGP-Fji',
1,
3401,
'For applications with an accuracy of +/-50m.',
50,
9603,
Null,
Null,
'Approximation at the +/- 50m level assuming that Vanua Levu 1915 is equivalent to Vitu Levu 1912 within the accuracy of the transformation. Parameter values taken from Vitu Levu 1912 to WGS 84 (1) (tfm code 15897).',
'OGP',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15879,
'GR96 to WGS 84 (1)',
'transformation',
4747,
4326,
'OGP-Grl',
1,
1107,
'For applications with an accuracy of +/- 1m.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that GR96 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15880,
'RGNC91-93 to WGS 84 (1)',
'transformation',
4749,
4326,
'IGN-Ncl',
1,
1174,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15881,
'ST87 Ouvea to WGS 84 (2)',
'transformation',
4750,
4326,
'BGN-Ncl',
2,
2813,
'Accuracy better than +/- 1 metre.',
1,
9603,
Null,
Null,
'Parameter values taken from ST87 Ouvea to RGNC91-93 (1) ( code 15885) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15882,
'IGN72 Grande Terre to RGNC91-93 (1)',
'transformation',
4662,
4749,
'BGN-Ncl 2m',
1,
2822,
'Accuracy better than +/- 2 metres.',
2,
9603,
Null,
Null,
'Determined in May 2001. May be taken as approximate transformation to WGS 84 - see IGN72 Grande Terre to WGS 84 (3) (code 15903).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15883,
'IGN56 Lifou to RGNC91-93 (1)',
'transformation',
4633,
4749,
'BGN-Ncl 1m',
1,
2814,
'Accuracy better than +/- 1 metre.',
1,
9603,
Null,
Null,
'Determined in April 1993. May be taken as approximate transformation to WGS 84 - see IGN56 Lifou to WGS 84 (3) (code 15902).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15884,
'IGN53 Mare to RGNC91-93 (1)',
'transformation',
4641,
4749,
'BGN-Ncl 1m',
1,
2819,
'Accuracy better than +/- 2 metres.',
2,
9603,
Null,
Null,
'Determined in April 1993, modified in December 1999. May be taken as approxinate transformation to WGS 84: see IGN53 Mare to WGS 84 (3) (code 15901).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15885,
'ST87 Ouvea to RGNC91-93 (1)',
'transformation',
4750,
4749,
'BGN-Ncl 1m',
1,
2813,
'Accuracy better than +/- 0.5 metre.',
0.5,
9603,
Null,
Null,
'Determined in December 1999. May be used as approximate transformation to WGS 84 - see ST87 Ouvea to WGS 84 (2) (code 15881).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15886,
'NEA74 Noumea to RGNC91-93 (1)',
'transformation',
4644,
4749,
'BGN-Ncl 1m',
1,
2823,
'Accuracy better than +/- 1 metre.',
1,
9603,
Null,
Null,
'Determined in July 2000. May be taken as approximate transformation to WGS 84 - see NEA74 Noumea to WGS 84 (3) (code 15904).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15887,
'IGN72 Grande Terre to RGNC91-93 (2)',
'transformation',
4662,
4749,
'BGN-Ncl 1m',
2,
2822,
'Accuracy better than +/- 0.3 metre.',
0.3,
9607,
Null,
Null,
'Determined in April 1993.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15888,
'IGN72 Grande Terre to RGNC91-93 (3)',
'transformation',
4662,
4749,
'BGN-Ncl Noum 0.1m',
3,
2823,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in July 2000',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15889,
'NEA74 Noumea to RGNC91-93 (2)',
'transformation',
4644,
4749,
'BGN-Ncl 0.1m',
2,
2823,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in May 2001',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15890,
'IGN56 Lifou to RGNC91-93 (2)',
'transformation',
4633,
4749,
'BGN-Ncl 0.1m',
2,
2814,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in April 1993.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15891,
'IGN53 Mare to RGNC91-93 (2)',
'transformation',
4641,
4749,
'BGN-Ncl 0.1m',
2,
2819,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in April 1993, modified in December 1999.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15892,
'ST87 Ouvea to RGNC91-93 (2)',
'transformation',
4750,
4749,
'BGN-Ncl 0.1m',
2,
2813,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in December 1999.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15893,
'ST84 Ile des Pins to RGNC91-93 (1)',
'transformation',
4642,
4749,
'BGN-Ncl 0.1m',
1,
2820,
'Accuracy better than +/- 0.1 metre.',
0.1,
9607,
Null,
Null,
'Determined in December 1999.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-31'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15894,
'SIRGAS 2000 to WGS 84 (1)',
'transformation',
4674,
4326,
'OGP-C\&S America',
1,
3418,
'Accuracy 1m.',
1,
9603,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15895,
'ED50 to ETRS89 (11)',
'transformation',
4230,
4258,
'IGN-Esp',
11,
3429,
'For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.',
0.2,
9615,
Null,
Null,
'May be taken as approximate transformation ED50 to WGS 84 - see code 15907. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to ETRS89 (12) (code 15932).',
'Instituto Geografico Nacional, www.cnig.es',
'OGP',
TO_DATE('2007-03-27'),
'2006.730 2007.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15896,
'Kertau (RSO) to Kertau 1968 (1)',
'transformation',
4751,
4245,
'OGP-Mys',
1,
1309,
'For transformation of MRT68 RSO grid coordinates to other datums.',
0,
9603,
Null,
Null,
'To transform Kertau (RSO) to WGS 84, see concatenated transformation code 8659.',
'OGP',
'OGP',
TO_DATE('2006-07-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15897,
'Viti Levu 1912 to WGS 84 (1)',
'transformation',
4752,
4326,
'DMA-Fji',
1,
3195,
'For military and topographic mapping. Accuracy +/-25m in each axis.',
44,
9603,
Null,
Null,
'Derived at 1 satellite station.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000)',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15898,
'Qornoq to GR96 (1)',
'transformation',
4747,
4747,
'KMS-Grl',
1,
1107,
'For applications with an accuracy of +/- 1m.',
1,
9606,
Null,
Null,
'Derived via NWL 9D.',
'OGP',
'OGP',
TO_DATE('2006-07-30'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15899,
'Scoresbysund 1952 to GR96 (1)',
'transformation',
4195,
4747,
'KMS-Grl',
1,
2570,
'For applications with an accuracy of +/- 1m.',
1,
9606,
Null,
Null,
'Derived via NWL 9D.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15900,
'Ammassalik 1958 to GR96 (1)',
'transformation',
4196,
4747,
'KMS-Grl',
1,
2571,
'For applications with an accuracy of +/- 1m.',
1,
9606,
Null,
Null,
'Derived via NWL 9D.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15901,
'IGN53 Mare to WGS 84 (3)',
'transformation',
4641,
4326,
'BGN-Ncl',
3,
2819,
'Accuracy 2 metres.',
2,
9603,
Null,
Null,
'Parameter values taken from IGN53 Mare to RGNC91-93 (1) ( code 15884) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-12-29'),
'2006.980',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15902,
'IGN56 Lifou to WGS 84 (3)',
'transformation',
4633,
4326,
'BGN-Ncl',
3,
2814,
'Accuracy 1 metre.',
1,
9603,
Null,
Null,
'Parameter values taken from IGN56 Lifou to RGNC91-93 (1) ( code 15883) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15903,
'IGN72 Grande Terre to WGS 84 (3)',
'transformation',
4662,
4326,
'BGN-Ncl',
3,
2822,
'Accuracy +/- 2 metres.',
2,
9603,
Null,
Null,
'Parameter values taken from IGN72 Grande Terre to RGNC91-93 (1) ( code 15882) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15904,
'NEA74 Noumea to WGS 84 (2)',
'transformation',
4644,
4326,
'BGN-Ncl',
2,
2823,
'Accuracy 1 metre.',
1,
9603,
Null,
Null,
'Parameter values taken from NEA74 Noumea to RGNC91-93 (1) ( code 15886) assuming that RGNC91-93 is equivalent to WGS 84 to within the accuracy of the transformation.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15905,
'Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1)',
'transformation',
3140,
3143,
'DLAS-Fji Viti',
1,
3195,
'Accuracy although normally better than 0.2m can be up to 1m in error.',
1,
9645,
Null,
Null,
'Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 \& Bu1v0 given by DLAS as 201203.51 \& 201203.45 modified for EPSG formula by subtracting (1/ms).',
'Department of Lands and Survey.',
'OGP',
TO_DATE('2006-08-14'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15906,
'Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1)',
'transformation',
3139,
3143,
'DLAS-Fji Vanua',
1,
3401,
'Accuracy although normally better than 0.2m can be up to 1m in error.',
1,
9645,
Null,
Null,
'Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 \& Bu1v0 given by DLAS as 201051.66 \& 201123.25 modified for EPSG formula by subtracting (1/ms).',
'Department of Lands and Survey.',
'OGP',
TO_DATE('2006-08-14'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15907,
'ED50 to WGS 84 (40)',
'transformation',
4230,
4326,
'OGP-Esp',
40,
3429,
'For applications to an accuracy of 1 metre.',
1,
9615,
Null,
Null,
'Parameter values from ED50 to ETRS89 (11) (code 15895). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. NOTE: Parameter file is non-conformant with NTv2 specification - replaced by ED50 to WGS 84 (41).',
'OGP',
'OGP',
TO_DATE('2007-03-27'),
'2007.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15908,
'LGD2006 to WGS 84 (1)',
'transformation',
4754,
4326,
'SDL-Lby',
1,
1143,
'For applications to an accuracy of 0.1 metre.',
0.1,
9603,
Null,
Null,
'Derived at 5 stations throughout Libya used to define LGD2006 in May 2006.',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-09-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15909,
'ELD79 to WGS 84 (8)',
'transformation',
4159,
4326,
'SDL-Lby',
8,
3271,
'For applications to an accuracy of 5 metres.',
5,
9603,
Null,
Null,
'Derived at 29 stations throughout Libya in May 2006.',
'Survey Department of Libya.',
'OGP',
TO_DATE('2007-01-17'),
'2007.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15910,
'ELD79 to LGD2006 (1)',
'transformation',
4159,
4754,
'SDL-Lby',
1,
3271,
'For applications to an accuracy of 2 metres.',
5,
9603,
Null,
Null,
'Derived at 29 stations throughout Libya in May 2006.',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15911,
'ID74 to DGN95 (1)',
'transformation',
4238,
4755,
'Bak-Idn',
1,
1122,
'Standard deviations of translations are 1.3, 1.1 and 3.6m, of rotations 0.11, 0.06 and 0.04 sec and ppm 0.18.',
3,
9607,
Null,
Null,
'Derived at 38 stations. May be taken as a tfm ID74 to WGS 84 - see tfm 1823.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15912,
'DGN95 to WGS 84 (1)',
'transformation',
4755,
4326,
'OGP-Idn',
1,
1122,
'Accuracy 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that DGN95 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2006-08-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15913,
'NAD27 to WGS 84 (86)',
'transformation',
4267,
4326,
'JECA-Mex GoM CamN',
86,
3461,
'Oil exploration and production. Horizontal transformation accuracy (1 sigma) is considered to be at the +/- 5 meter level.',
5,
9603,
Null,
Null,
'Developed by John E Chance and Associates at 21deg33''N, 92deg33''W. Geoid height used =-16.7m.',
'Fugro Chance',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15914,
'BLM zone 14N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3637,
'US survey foot form of UTM zone 14N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 14".',
'Minerals Management Service offshore protraction diagrams.',
'OGP',
TO_DATE('2010-03-05'),
'1995.300 1996.290 2002.120 2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15915,
'BLM zone 15N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3640,
'US survey foot form of UTM zone 15N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 15".',
'Minerals Management Service offshore protraction diagrams.',
'OGP',
TO_DATE('2010-03-05'),
'1995.300 1996.290 2002.120 2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15916,
'BLM zone 16N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3641,
'US survey foot form of UTM zone 16N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 16".',
'Minerals Management Service offshore protraction diagrams.',
'OGP',
TO_DATE('2010-03-05'),
'1995.300 1996.290 2002.120 2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15917,
'BLM zone 17N (US survey feet)',
'conversion',
Null,
Null,
'',
Null,
3642,
'US survey foot form of UTM zone 17N.',
Null,
9807,
Null,
Null,
'Sometimes locally referred to as "UTM zone 17".',
'Minerals Management Service offshore protraction diagrams.',
'OGP',
TO_DATE('2010-03-05'),
'1995.300 1996.290 2002.120 2009.031',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15918,
'Beijing 1954 to WGS 84 (1)',
'transformation',
4214,
4326,
'BGP-Chn Ord',
1,
3466,
'Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.',
1,
9603,
Null,
Null,
'Provided by BGP to TOTAL in June 2006.',
'BGP',
'OGP',
TO_DATE('2006-10-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15919,
'Beijing 1954 to WGS 84 (2)',
'transformation',
4214,
4326,
'BP-Chn YS',
2,
3469,
'Geophysical exploration in Yellow Sea.',
15,
9606,
Null,
Null,
'Derived via WGS 72BE. Original transformation derived in 1979 at 4 stations on Yellow Sea coast.',
'BP',
'OGP',
TO_DATE('2006-11-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15920,
'Beijing 1954 to WGS 84 (3)',
'transformation',
4214,
4326,
'GSI-Chn SCS',
3,
3470,
'Geophysical exploration in South China Sea.',
15,
9606,
Null,
Null,
'Derived via WGS 72BE. Original transformation derived by GSI in 1980-81. The GSI memo incorrectly gave the parameters as from WGS 72 to Beijing 1954, but it has been determined by the OGP that the memo should have stated from Beijing 1954 to WGS 72BE.',
'ExxonMobil. Also Total via SSB in 1981.',
'OGP',
TO_DATE('2006-11-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15921,
'Beijing 1954 to WGS 84 (4)',
'transformation',
4214,
4326,
'BGP-Chn Tarim',
4,
3507,
'Geophysical exploration in Tarim basin. Accuracy stated as 1m within basin.',
1,
9603,
Null,
Null,
'Provided by BGP to ELF in 1994.',
'BGP',
'OGP',
TO_DATE('2007-03-13'),
'2007.039',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15922,
'Kertau 1968 / Singapore Grid to SVY21 / Singapore TM (1)',
'transformation',
24500,
3414,
'OGP-SGP',
1,
1210,
'Approximation at the 2m level.',
2,
9656,
Null,
Null,
'Use similarity transformation for accurate results.',
'OGP',
'OGP',
TO_DATE('2007-01-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15923,
'ELD79 to WGS 84 (9)',
'transformation',
4159,
4326,
'TOT-Lby Cyr',
9,
3477,
'Oil and gas exploration.',
2,
9603,
Null,
Null,
'Derived by SDL for Total in Cyrenaica blocks 2 \& 4.',
'Total',
'OGP',
TO_DATE('2007-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15924,
'ELD79 to LGD2006 (1)',
'transformation',
4159,
4754,
'SDL-Lby',
1,
3271,
'For applications to an accuracy of 5 metres.',
5,
9603,
Null,
Null,
'Derived at 29 stations throughout Libya in May 2006.',
'Survey Department of Libya.',
'OGP',
TO_DATE('2007-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15925,
'JAD2001 to WGS 84 (1)',
'transformation',
4758,
4326,
'NLA-Jam',
1,
1128,
'For all practical purposes JAD2001 can be considered to be coincident with WGS 84.',
0,
9603,
Null,
Null,
'',
'National Land Agency',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15926,
'JAD69 to JAD2001 (1)',
'transformation',
4242,
4758,
'NLA-Jam',
1,
3342,
'Accuracy 0.3 to 0.5 metres.',
0.5,
9607,
Null,
Null,
'May be used as tfm to WGS 84 - see JAD69 to WGS 84 (3) (tfm code 15927).',
'National Land Agency of Jamaica',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15927,
'JAD69 to WGS 84 (3)',
'transformation',
4242,
4326,
'UT-Jam 1m',
3,
3342,
'For applications requiring 1m accuracy.',
1,
9607,
Null,
Null,
'Derived at 4 stations, tested at a further 9. Also used as tfm to JAD69 to JAD2001 (see code 15926). Note: Info source paper contains an error in sign of dS, subsequently confirmed by primary author and NLA of Jamaica, and corrected in this record.',
'"GPS Coordinate Transformation Parameters for Jamaica", Newsome and Harvey, Survey Review Volume 37 Number 289 (July 2003), but with an error in sign of dS confirmed by author and NLA.',
'OGP',
TO_DATE('2007-02-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15928,
'BD72 to ETRS89 (2)',
'transformation',
4313,
4258,
'IGN-Bel 0.2m',
2,
1347,
'For applications to an accuracy of 0.2 metre.',
0.2,
9607,
Null,
Null,
'May be taken as approximate transformation BD72 to WGS 84 - see code 15929. Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15929,
'BD72 to WGS 84 (3)',
'transformation',
4313,
4326,
'IGN-Bel 0.2m',
3,
1347,
'For applications to an accuracy of 0.5 metre.',
0.2,
9607,
Null,
Null,
'Parameter values from BD72 to ETRS89 (2) (code 15928). Scale difference is given by information source as -1.0000012747. Given in this record in ppm to assist application usage.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15930,
'NAD83(HARN) to NAD83(NSRS2007) (1)',
'transformation',
4152,
4326,
'OGP-USA conus',
1,
1323,
'For applications to an accuracy of 0.2 metre.',
0.1,
9603,
Null,
Null,
'Accuracy 0.1 to 0.2m in California, 0.05-0.11 in Oregon, elsewhere better than 0.05m.',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'2009.068',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15931,
'NAD83(NSRS2007) to WGS 84 (1)',
'transformation',
4759,
4326,
'OGP-USA conus AK',
1,
1511,
'For applications to an accuracy of 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that NAD83(NSRS2007) is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15932,
'ED50 to ETRS89 (12)',
'transformation',
4230,
4258,
'IGN-Esp v2',
12,
3429,
'For applications to an accuracy of 10-15cm (95% confidence) for Spain mainland and about 4cm (95%) for Balearic Islands.',
0.2,
9615,
Null,
Null,
'Replaces ED50 to ETRS89 (11) (code 15895) - see supersession record. May be taken as approximate transformation ED50 to WGS 84 - see code 15933.',
'Instituto Geografico Nacional, www.cnig.es',
'OGP',
TO_DATE('2007-03-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15933,
'ED50 to WGS 84 (41)',
'transformation',
4230,
4326,
'OGP-Esp v2',
41,
3429,
'For applications to an accuracy of 1 metre.',
1,
9615,
Null,
Null,
'Parameter values from ED50 to ETRS89 (12) (code 15932). Assumes ETRS89 and WGS 84 can be considered the same to within the accuracy of the transformation. Replaces ED50 to WGS 84 (40) - see supersession record.',
'OGP',
'OGP',
TO_DATE('2007-03-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15934,
'Amersfoort to WGS 84 (3)',
'transformation',
4289,
4326,
'OGP-Nld',
3,
1275,
'Approximation at the +/- 1m level.',
1,
9607,
Null,
Null,
'Parameter values from Amersfoort to ETRS89 (3) (tfm code 15739) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation. Replaces Amersfoort to WGS 84 (2) (code 1672). Replaced by Amersfoort to WGS 84 (4) (tfm code 4833).',
'OGP',
'OGP',
TO_DATE('2009-11-24'),
'2009.099',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15935,
'Beijing 1954 to WGS 84 (5)',
'transformation',
4214,
4326,
'Shlt-Chn BeiBu',
5,
3561,
'Geophysical exploration in Bei Bu basin. Accuracy stated as 1m within basin.',
10,
9606,
Null,
Null,
'Concatenated via WGS 72BE. Recomputation by Shelltech in 1981 of SSB 1980 observation.',
'Total',
'OGP',
TO_DATE('2008-08-14'),
'2008.075',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15936,
'Beijing 1954 to WGS 84 (6)',
'transformation',
4214,
4326,
'Sino-Chn Ord',
6,
3466,
'Geophysical exploration in Ordos basin. Accuracy stated as 1m within basin.',
1,
9603,
Null,
Null,
'Provided by Sinopec to TOTAL in January 2007.',
'Total',
'OGP',
TO_DATE('2008-08-14'),
'2008.075',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15937,
'Nahrwan 1967 to WGS 84 (7)',
'transformation',
4270,
4326,
'TOT-UAE Abd',
7,
3509,
'Oil exploration.',
2,
9603,
Null,
Null,
'Parameter values adopted by Total are mean of those derived by Oceonics and Geoid through ties at station TC58 to 4 IGS stations in March 1995.',
'Total',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15938,
'Nahrwan 1967 to WGS 84 (8)',
'transformation',
4270,
4326,
'ADMA-UAE Abd',
8,
3509,
'Oil exploration.',
5,
9606,
Null,
Null,
'Derived via WGS 72BE from Transit observations at station TC58 in 1976 by BP for ADMA.',
'BP',
'OGP',
TO_DATE('2007-04-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15939,
'NTF to WGS 84 (2)',
'transformation',
4275,
4326,
'EPSG-Fra 1m',
2,
3694,
'For applications requiring an accuracy of better than 1 metre.',
1,
9655,
Null,
Null,
'These parameter values are taken from NTF to RGF93 (1) (code 1053) as RGF93 may be considered equivalent to WGS 84 within the accuracy of the transformation. May be emulated using NTv2 method - see tfm code 15960.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2007.069 2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15940,
'NTF to RGF93 (2)',
'transformation',
4275,
4171,
'ESRI-Fra 1m emulation',
2,
1326,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'Emulation using NTv2 method of France Geocentric Interpolation method tfm NTF to RGF93 (1), code 1053. May be taken as approximate transformation to ETRS89 or WGS 84 - see tfm codes 15941 and 15942.',
'ESRI',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15941,
'NTF to ETRS89 (3)',
'transformation',
4275,
4258,
'EPSG-Fra 1m emulation',
3,
1326,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to ETRS89 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 1054.',
'OGP',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15942,
'NTF to WGS 84 (3)',
'transformation',
4275,
4326,
'EPSG-Fra 1m emulation',
3,
1326,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from NTF to RGR93 (2) (code 15940) as RGR93 may be considered equivalent to WGS 84 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 15939.',
'OGP',
'OGP',
TO_DATE('2007-05-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15943,
'NEA74 Noumea to RGNC91-93 (3)',
'transformation',
4644,
4749,
'BGN-Ncl 0.05m',
3,
2823,
'Accuracy 5-10cm.',
0.05,
9655,
Null,
Null,
'Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see RGNC91-93 to NEA74 Noumea (4) (code 1295).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2008-07-17'),
'2008.072',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15944,
'NEA74 Noumea to RGNC91-93 (4)',
'transformation',
4644,
4749,
'ESRI-Ncl 0.05m',
4,
2823,
'Accuracy 5-10cm.',
0.05,
9615,
Null,
Null,
'Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943).',
'ESRI',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15945,
'IGN72 Grande Terre to RGNC91-93 (4)',
'transformation',
4662,
4749,
'BGN-Ncl 0.1m',
4,
2822,
'Accuracy better than +/- 0.1 metre.',
0.1,
9655,
Null,
Null,
'Developed in July 2002 and officially adopted in August 2005. May be emulated using NTv2 method - see RGNC91-93 to IGN72 Grande Terre (6) (code 15962).',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2007-08-01'),
'2007.069',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15946,
'IGN72 Grande Terre to RGNC91-93 (5)',
'transformation',
4662,
4749,
'BGN-Ncl Noum 0.05m',
5,
2823,
'Accuracy 5-10cm.',
0.05,
9655,
Null,
Null,
'Developed in July 2002 and officially adopted in August 2005.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15947,
'IGN72 Grande Terre to RGNC91-93 (6)',
'transformation',
4662,
4749,
'ESRI-Ncl 0.1m',
6,
2822,
'Accuracy better than +/- 0.1 metre.',
0.1,
9615,
Null,
Null,
'Emulation using NTv2 method of tfm IGN72 Grande Terre to RGNC91-93 (4) (code 15945).',
'ESRI',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15948,
'DHDN to ETRS89 (8)',
'transformation',
4314,
4258,
'BKG-Deu BeTA2007',
8,
3339,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'Developed for ATKIS (Amtliches Topographisch-Kartographisches Informationssystem [Official Topographic and Cartographic Information System]). Provides a uniform transformation across the whole country. May be used as tfm to WGS84 - see tfm code 15949.',
'BKG via EuroGeographics http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15949,
'DHDN to WGS 84 (4)',
'transformation',
4314,
4326,
'OGP-Deu BeTA2007',
4,
3339,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as ETRS89 may be considered equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15950,
'Viti Levu 1912 / Viti Levu Grid to Fiji 1986 / Fiji Map Grid (1)',
'transformation',
3140,
3460,
'DLAS-Fji Viti',
1,
3195,
'Accuracy although normally better than 0.2m can be up to 1m in error.',
1,
9645,
Null,
Null,
'Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 \& Bu1v0 given by DLAS as 201203.51 \& 201203.45 modified for EPSG formula by subtracting (1/ms).',
'Department of Lands and Survey.',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15951,
'Vanua Levu 1915 / Vanua Levu Grid to Fiji 1986 / Fiji Map Grid (1)',
'transformation',
3139,
3460,
'DLAS-Fji Vanua',
1,
3401,
'Accuracy although normally better than 0.2m can be up to 1m in error.',
1,
9645,
Null,
Null,
'Coefficients A for easting, B for northing. DLAS embed Xs and Ys in the polynomial portion of the EPSG general polynomial method formula. Coefficients Au0v1 \& Bu1v0 given by DLAS as 201051.66 \& 201123.25 modified for EPSG formula by subtracting (1/ms).',
'Department of Lands and Survey.',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15952,
'Nahrwan 1967 to WGS 84 (9)',
'transformation',
4270,
4326,
'DPC-UAE Fat',
9,
3530,
'Oil exploration and production.',
5,
9603,
Null,
Null,
'Used by DPC for Al Fateh field. Applying this transformation gives same result as Nahrwan 1967 to WGS 84 (8) (code 15938).',
'Various industry sources.',
'OGP',
TO_DATE('2007-07-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15953,
'Nahrwan 1967 to WGS 84 (10)',
'transformation',
4270,
4326,
'Dub-UAE Dub',
10,
3531,
'Municipal operations.',
5,
9603,
Null,
Null,
'Used by Dubai Municipality before 1994.',
'Various industry sources.',
'OGP',
TO_DATE('2007-07-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15954,
'RD/83 to WGS 84 (1)',
'transformation',
4745,
4326,
'OGP-Deu BeTA2007',
1,
2545,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as RD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15955,
'PD/83 to WGS 84 (1)',
'transformation',
4746,
4326,
'OGP-Deu BeTA2007',
1,
2544,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from DHDN to ETRS89 (8) (code 15948) as PD/83 and ETRS89 may be considered equivalent to DHDN and WGS 84 respectively within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15956,
'OSGB 1936 / British National Grid to WGS 84 (2)',
'transformation',
27700,
4326,
'EPSG-UK Gbr02',
2,
1264,
'Accuracy 1m.',
1,
9633,
Null,
Null,
'Parameter values taken from OSGB 1936 / British National Grid to ETRS89 (2) (code 1039) assuming that ETRS89 is coincident with WGS 84 within the accuracy of the transformation. Replaces OSGB 1936 / British National Grid to WGS 84 (1) (tfm code 1681).',
'OGP',
'OGP',
TO_DATE('2007-07-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15957,
'Qornoq 1927 to GR96 (1)',
'transformation',
4194,
4747,
'KMS-Grl',
1,
3362,
'For applications with an accuracy of +/- 1m.',
1,
9606,
Null,
Null,
'Derived via NWL 9D.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15958,
'RGF93 to NTF (2)',
'transformation',
4171,
4275,
'ESRI-Fra 1m emulation',
2,
1326,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'Emulation using NTv2 method of France Geocentric Interpolation method tfm NTF to RGF93 (1), code 1053. Note that grid file parameters are of opposite sign. May be taken as approximate transformation to ETRS89 or WGS 84 - see tfm codes 15959 and 15960.',
'ESRI',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15959,
'ETRS89 to NTF (3)',
'transformation',
4258,
4275,
'EPSG-Fra 1m emulation',
3,
3694,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from RGF93 to NTF (2) (code 15958) as RGF93 may be considered equivalent to ETRS89 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 1054: note reversal of sign.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15960,
'WGS 84 to NTF (3)',
'transformation',
4326,
4275,
'EPSG-Fra 1m emulation',
3,
3694,
'For applications requiring an accuracy of better than 1 metre.',
1,
9615,
Null,
Null,
'These parameter values are taken from RGF93 to NTF (2) (code 15958) as RGF93 may be considered equivalent to WGS 84 within the accuracy of the transformation. Emulation of France Geocentric Interpolation method tfm code 15939: note reversal of sign.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.106',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15961,
'RGNC91-93 to NEA74 Noumea (4)',
'transformation',
4749,
4644,
'ESRI-Ncl 0.05m',
4,
2823,
'Accuracy 5-10cm.',
0.05,
9615,
Null,
Null,
'Emulation using NTv2 method of tfm NEA74 Noumea to RGNC91-93 (3) (code 15943). Note reversal of sign of parameter values in grid file.',
'ESRI',
'OGP',
TO_DATE('2007-08-01'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15962,
'RGNC91-93 to IGN72 Grande Terre (6)',
'transformation',
4749,
4662,
'ESRI-Ncl 0.1m',
6,
2822,
'Accuracy better than +/- 0.1 metre.',
0.1,
9615,
Null,
Null,
'Emulation using NTv2 method of tfm IGN72 Grande Terre to RGNC91-93 (4) (code 15945). Note reversal sign of of parameter values in grid file.',
'ESRI',
'OGP',
TO_DATE('2007-08-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15963,
'Yacare to SIRGAS (1)',
'transformation',
4309,
4170,
'SGM-Ury',
1,
1247,
'Accuracy at stations used for derivation: 0.13 to 1.17m.',
1.5,
9606,
Null,
Null,
'Derived at 11 stations during 1998 densification of Uruguay control based on SIRAGAS 1995.',
'SGM (Servicio Geografico Militar).',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15964,
'ED50 to WGS 84 (42)',
'transformation',
4230,
4326,
'DGEG-Por off',
42,
3537,
'Hydrography and minerals management offshore Portugal.',
5,
9603,
Null,
Null,
'Developed by the Portuguese Hydrographic Institute and used by the Directorate of Energy and Geology.',
'Directorate of Energy and Geology.',
'OGP',
TO_DATE('2007-10-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15965,
'S-JTSK to WGS 84 (3)',
'transformation',
4156,
4326,
'NIMA-Cze',
3,
1306,
'For military purposes. Accuracy 4m, 2m and 3m in X, Y and Z axes.',
6,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15966,
'HTRS96 to ETRS89 (1)',
'transformation',
4761,
4258,
'OGP-Hrv',
1,
1076,
'HTRS96 is a regional realisation of ETRS89.',
0,
9603,
Null,
Null,
'May be taken as approximate transformation HTRS96 to WGS 84 - see code 15967.',
'OGP',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15967,
'HTRS96 to WGS 84 (1)',
'transformation',
4761,
4326,
'OGP-Hrv',
1,
1076,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84. HTRS96 is a regional realisation of ETRS89.',
'OGP',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15969,
'Bermuda 1957 to BDA2000 (1)',
'transformation',
4216,
4762,
'LBS-Bmu',
1,
1047,
'Accuracy +/- 1 metre. Used for transformation of 1:2500 mapping.',
1,
9607,
Null,
Null,
'Derived in 1998 at 12 stations. May be taken as approximate transformation Bermuda 1957 to WGS 84 - see code 15970.',
'Department of Lands Buildings and Surveys.',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15970,
'Bermuda 1957 to WGS 84 (2)',
'transformation',
4216,
4326,
'OGP-Bmu',
2,
1047,
'Accuracy +/- 1 metre.',
1,
9607,
Null,
Null,
'Parameter values from Bermuda 1957 to BDA2000 (1) (code 15969). Assumes BDA2000 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15971,
'BDA2000 to WGS 84 (1)',
'transformation',
4762,
4326,
'OGP-Bmu',
1,
1047,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that BDA2000 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15972,
'Pitcairn 2006 to WGS 84 (1)',
'transformation',
4763,
4326,
'OGP-Pcn',
1,
3208,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that Pitcairn 2006 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2008-01-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15973,
'Popular Visualisation CRS to WGS 84 (1)',
'transformation',
4055,
4326,
'OGP-web',
1,
1262,
'Web mapping. Accuracy may be no better than 800 metres.',
800,
9603,
Null,
Null,
'Executes change of sphere/ellipsoid',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2008.114',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15974,
'RSRGD2000 to WGS 84 (1)',
'transformation',
4764,
4326,
'OGP-Ata',
1,
3558,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that RSRGD2000 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15975,
'NZGD49 to WGS 84 (4)',
'transformation',
4272,
4326,
'OSG-Nzl 5m',
4,
3285,
'5m accuracy.',
5,
9603,
Null,
Null,
'These parameter values are taken from NZGD49 to NZGD2000 (1) (code 1566) and assume that NZGD2000 and WGS 84 are coincident to within the accuracy of the tfm. For better accuracy use NZGD49 to WGS 84 (2) (code 1564) or NZGD49 to WGS 84 (3) (code 1670).',
'Land Information New Zealand: LINZS25000 Standard for New Zealand Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15976,
'Slovenia 1996 to WGS 84 (1)',
'transformation',
4765,
4326,
'OGP-Svn',
1,
1212,
'Accuracy +/- 1 metre.',
1,
9603,
Null,
Null,
'Approximation at the +/- 1m level assuming that ETRS89 is equivalent to WGS 84.',
'OGP',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15977,
'Slovenia 1996 to ETRS89 (1)',
'transformation',
4765,
4258,
'OGP-Svn',
1,
1212,
'Accuracy +/- 1 metre.',
0,
9603,
Null,
Null,
'Slovenia 1996 is a local densification of ETRS89.',
'OGP',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15978,
'NAD27 to WGS 84 (88)',
'transformation',
4267,
4326,
'ONHG-Cub',
88,
1077,
'Accuracy 1m.',
1,
9607,
Null,
Null,
'',
'Dictamen 2/05 de la Oficina Nacional de Hidrografia y Geodesia',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15979,
'AGD66 to GDA94 (12)',
'transformation',
4202,
4283,
'ICSM-Aus off',
12,
3559,
'3m accuracy.',
3,
9607,
Null,
Null,
'Use only offshore: onshore, tfms 1458 (ACT), 1594 (Tas), 1460 (NSW and Vic) and 1595 (NT) are more accurate.May be used as a tfm to WGS 84 - see code 15980.',
'GDA Technical Manual, http://www.icsm.gov.au/gda, and http://www.delm.tas.gov.au/osg/Geodetic_transform.htm',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15980,
'AGD66 to WGS 84 (18)',
'transformation',
4202,
4326,
'EPSG-Aus off',
18,
3559,
'3m accuracy.',
3,
9607,
Null,
Null,
'Parameter values from AGD66 to GDA94 (12) (code 15979). Assumes GDA94 and WGS 84 can be considered the same to within the accuracy of the transformation. Use only offshore: onshore tfms 1665-68 for ACT, NSW/Vic, Tas and NT respectively are more accurate.',
'OGP',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15981,
'MGI to Slovenia 1996 (1)',
'transformation',
4312,
4765,
'GuRS-Svn',
1,
1212,
'1m accuracy.',
1,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible. May be taken as approximate tfm MGI to WGS 84 (see code 15982)',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15982,
'MGI to WGS 84 (9)',
'transformation',
4312,
4326,
'OGP-Svn 96',
9,
1212,
'For applications to an accuracy of 1 metre.',
1,
9607,
Null,
Null,
'Parameter values from MGI to Slovenia 1996 (1) (code 15981). Assumes Slovenia 1996 and WGS 84 can be considered the same to within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15983,
'MGI to Slovenia 1996 (2)',
'transformation',
4312,
4765,
'GuRS-Svn W',
1,
3564,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15984,
'MGI to Slovenia 1996 (3)',
'transformation',
4312,
4765,
'GuRS-Svn NE',
1,
3565,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15985,
'MGI to Slovenia 1996 (4)',
'transformation',
4312,
4765,
'GuRS-Svn SE 0.5m',
1,
3566,
'0.5m accuracy.',
0.5,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15986,
'MGI to Slovenia 1996 (5)',
'transformation',
4312,
4765,
'GuRS-Svn SE 0.3m',
1,
3567,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15987,
'MGI to Slovenia 1996 (6)',
'transformation',
4312,
4765,
'GuRS-Svn Dol',
1,
3568,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15988,
'MGI to Slovenia 1996 (7)',
'transformation',
4312,
4765,
'GuRS-Svn Staj',
1,
3569,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15989,
'MGI to Slovenia 1996 (8)',
'transformation',
4312,
4765,
'GuRS-Svn Pom',
1,
3570,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15990,
'MGI to Slovenia 1996 (9)',
'transformation',
4312,
4765,
'GuRS-Svn Gor',
1,
3571,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15991,
'MGI to Slovenia 1996 (10)',
'transformation',
4312,
4765,
'GuRS-Svn Prim',
1,
3572,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15992,
'MGI to Slovenia 1996 (11)',
'transformation',
4312,
4765,
'GuRS-Svn cen',
1,
3573,
'0.3m accuracy.',
0.3,
9607,
Null,
Null,
'Info source also gives a separate reverse tfm with slightly different parameter values. Given the tfm accuracy these differences are not significant and this tfm can be considered reversible.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-09-23'),
'2009.015',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 15993,
'Pulkovo 1942(58) to ETRS89 (3)',
'transformation',
4179,
4258,
'ANCPI-Rom 2007',
3,
1197,
'Accuracy 5-10m.',
10,
9607,
Null,
Null,
'Withdrawn and replaced by S-42 to ETRS89 (4) (tfm code 15994). Consistent with Transdat v2.0 to better than 10m.',
'National Agency for Cadastre and Land Registration; http://www.ancpi.ro',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15994,
'Pulkovo 1942(58) to ETRS89 (4)',
'transformation',
4179,
4258,
'ANCPI-Rom 2008',
4,
1197,
'Accuracy of 1.5 to 3 metres horizontal, 3 to 5m vertical.',
3,
9607,
Null,
Null,
'Replaces S-42 to ETRS89 (3) (tfm code 15993). Consistent with Transdat v3.0 to better than 0.5m. May be taken as approximate transformation Pulkovo 1942(58) to WGS 84 - see code 15995.',
'National Agency for Cadastre and Land Registration; http://www.ancpi.ro',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15995,
'Pulkovo 1942(58) to WGS 84 (19)',
'transformation',
4179,
4326,
'OGP-Rom',
19,
1197,
'Accuracy of 1.5 to 3 metres horizontal, 3 to 5m vertical.',
3,
9607,
Null,
Null,
'Parameter values taken from Pulkovo 1942(58) to ETRS89 (4) (code 15994) assuming that ETRS89 is equivalent to WGS 84 within the accuracy of the transformation.',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15996,
'Pulkovo 1942(83) to WGS 84 (3)',
'transformation',
4178,
4326,
'NIMA-Hun',
3,
1119,
'For military purposes. Accuracy 2m in each axis.',
4,
9603,
Null,
Null,
'Derived at 5 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15997,
'Pulkovo 1942(58) to WGS 84 (4)',
'transformation',
4179,
4326,
'NIMA-Pol',
4,
1192,
'For military purposes only. Accuracy 4m, 2m and 4m in X, Y and Z axes.',
6,
9603,
Null,
Null,
'Derived at 11 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15998,
'Pulkovo 1942(83) to WGS 84 (5)',
'transformation',
4178,
4326,
'NIMA-Cze',
5,
1306,
'For military purposes only. Accuracy 3m, 3m and 2m in X, Y and Z axes.',
5,
9603,
Null,
Null,
'Derived at 6 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 15999,
'Pulkovo 1942(58) to WGS 84 (8)',
'transformation',
4179,
4326,
'NIMA-Alb',
8,
1025,
'For military purposes. Accuracy 3m in each axis.',
6,
9603,
Null,
Null,
'Derived at 7 stations.',
'U.S. National Imagery and Mapping Agency TR8350.2 revision of October 1997; http://earth-info.nga.mil/GandG/tr8350/tr8350_2.html',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16000,
'UTM grid system (northern hemisphere)',
'conversion',
Null,
Null,
'',
Null,
1998,
'For strict use within zone boundaries',
0,
9824,
Null,
Null,
'Use UTM zone xx N (codes 16001-16060) for use outwith zone boundary or when easting is not prefixed by zone number.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16001,
'UTM zone 1N',
'conversion',
Null,
Null,
'',
Null,
1873,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16002,
'UTM zone 2N',
'conversion',
Null,
Null,
'',
Null,
1875,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16003,
'UTM zone 3N',
'conversion',
Null,
Null,
'',
Null,
1877,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16004,
'UTM zone 4N',
'conversion',
Null,
Null,
'',
Null,
1879,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16005,
'UTM zone 5N',
'conversion',
Null,
Null,
'',
Null,
1881,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16006,
'UTM zone 6N',
'conversion',
Null,
Null,
'',
Null,
1883,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16007,
'UTM zone 7N',
'conversion',
Null,
Null,
'',
Null,
1885,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16008,
'UTM zone 8N',
'conversion',
Null,
Null,
'',
Null,
1887,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16009,
'UTM zone 9N',
'conversion',
Null,
Null,
'',
Null,
1889,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16010,
'UTM zone 10N',
'conversion',
Null,
Null,
'',
Null,
1891,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16011,
'UTM zone 11N',
'conversion',
Null,
Null,
'',
Null,
1893,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16012,
'UTM zone 12N',
'conversion',
Null,
Null,
'',
Null,
1895,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16013,
'UTM zone 13N',
'conversion',
Null,
Null,
'',
Null,
1897,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16014,
'UTM zone 14N',
'conversion',
Null,
Null,
'',
Null,
1899,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16015,
'UTM zone 15N',
'conversion',
Null,
Null,
'',
Null,
1901,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16016,
'UTM zone 16N',
'conversion',
Null,
Null,
'',
Null,
1903,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16017,
'UTM zone 17N',
'conversion',
Null,
Null,
'',
Null,
1905,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16018,
'UTM zone 18N',
'conversion',
Null,
Null,
'',
Null,
1907,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16019,
'UTM zone 19N',
'conversion',
Null,
Null,
'',
Null,
1909,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16020,
'UTM zone 20N',
'conversion',
Null,
Null,
'',
Null,
1911,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16021,
'UTM zone 21N',
'conversion',
Null,
Null,
'',
Null,
1913,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16022,
'UTM zone 22N',
'conversion',
Null,
Null,
'',
Null,
1915,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16023,
'UTM zone 23N',
'conversion',
Null,
Null,
'',
Null,
1917,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16024,
'UTM zone 24N',
'conversion',
Null,
Null,
'',
Null,
1919,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16025,
'UTM zone 25N',
'conversion',
Null,
Null,
'',
Null,
1921,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16026,
'UTM zone 26N',
'conversion',
Null,
Null,
'',
Null,
1923,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16027,
'UTM zone 27N',
'conversion',
Null,
Null,
'',
Null,
1925,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16028,
'UTM zone 28N',
'conversion',
Null,
Null,
'',
Null,
1927,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16029,
'UTM zone 29N',
'conversion',
Null,
Null,
'',
Null,
1929,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16030,
'UTM zone 30N',
'conversion',
Null,
Null,
'',
Null,
1931,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16031,
'UTM zone 31N',
'conversion',
Null,
Null,
'',
Null,
1933,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16032,
'UTM zone 32N',
'conversion',
Null,
Null,
'',
Null,
1935,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16033,
'UTM zone 33N',
'conversion',
Null,
Null,
'',
Null,
1937,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16034,
'UTM zone 34N',
'conversion',
Null,
Null,
'',
Null,
1939,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16035,
'UTM zone 35N',
'conversion',
Null,
Null,
'',
Null,
1941,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16036,
'UTM zone 36N',
'conversion',
Null,
Null,
'',
Null,
1943,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16037,
'UTM zone 37N',
'conversion',
Null,
Null,
'',
Null,
1945,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16038,
'UTM zone 38N',
'conversion',
Null,
Null,
'',
Null,
1947,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16039,
'UTM zone 39N',
'conversion',
Null,
Null,
'',
Null,
1949,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16040,
'UTM zone 40N',
'conversion',
Null,
Null,
'',
Null,
1951,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16041,
'UTM zone 41N',
'conversion',
Null,
Null,
'',
Null,
1953,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16042,
'UTM zone 42N',
'conversion',
Null,
Null,
'',
Null,
1955,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16043,
'UTM zone 43N',
'conversion',
Null,
Null,
'',
Null,
1957,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16044,
'UTM zone 44N',
'conversion',
Null,
Null,
'',
Null,
1959,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16045,
'UTM zone 45N',
'conversion',
Null,
Null,
'',
Null,
1961,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16046,
'UTM zone 46N',
'conversion',
Null,
Null,
'',
Null,
1963,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16047,
'UTM zone 47N',
'conversion',
Null,
Null,
'',
Null,
1965,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16048,
'UTM zone 48N',
'conversion',
Null,
Null,
'',
Null,
1967,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16049,
'UTM zone 49N',
'conversion',
Null,
Null,
'',
Null,
1969,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16050,
'UTM zone 50N',
'conversion',
Null,
Null,
'',
Null,
1971,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16051,
'UTM zone 51N',
'conversion',
Null,
Null,
'',
Null,
1973,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16052,
'UTM zone 52N',
'conversion',
Null,
Null,
'',
Null,
1975,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16053,
'UTM zone 53N',
'conversion',
Null,
Null,
'',
Null,
1977,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16054,
'UTM zone 54N',
'conversion',
Null,
Null,
'',
Null,
1979,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16055,
'UTM zone 55N',
'conversion',
Null,
Null,
'',
Null,
1981,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16056,
'UTM zone 56N',
'conversion',
Null,
Null,
'',
Null,
1983,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16057,
'UTM zone 57N',
'conversion',
Null,
Null,
'',
Null,
1985,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16058,
'UTM zone 58N',
'conversion',
Null,
Null,
'',
Null,
1987,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16059,
'UTM zone 59N',
'conversion',
Null,
Null,
'',
Null,
1989,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16060,
'UTM zone 60N',
'conversion',
Null,
Null,
'',
Null,
1991,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16061,
'Universal Polar Stereographic North',
'conversion',
Null,
Null,
'',
Null,
1996,
'Militay mapping.',
0,
9810,
Null,
Null,
'',
'NIMA TR8358.2',
'OGP',
TO_DATE('2000-03-07'),
'1997.180 2000.094 2003.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16065,
'TM35FIN',
'conversion',
Null,
Null,
'',
Null,
1095,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Identical to UTM zone 35N (code 16035) except for area of use. TM35FIN is used in conjunction with ETRS89 for mapping all Finnish territory (from 19degE to 31.6degE) in a single zone.',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2004-03-09'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16070,
'3-degree Gauss-Kruger zone 40',
'conversion',
Null,
Null,
'',
Null,
2628,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 120E (code 16170). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16071,
'3-degree Gauss-Kruger zone 41',
'conversion',
Null,
Null,
'',
Null,
2629,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16072,
'3-degree Gauss-Kruger zone 42',
'conversion',
Null,
Null,
'',
Null,
2630,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 126E (code 16172). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16073,
'3-degree Gauss-Kruger zone 43',
'conversion',
Null,
Null,
'',
Null,
2631,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16074,
'3-degree Gauss-Kruger zone 44',
'conversion',
Null,
Null,
'',
Null,
2632,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 132E (code 16174). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16075,
'3-degree Gauss-Kruger zone 45',
'conversion',
Null,
Null,
'',
Null,
2633,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16076,
'3-degree Gauss-Kruger zone 46',
'conversion',
Null,
Null,
'',
Null,
2634,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 138E (code 16176). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16077,
'3-degree Gauss-Kruger zone 47',
'conversion',
Null,
Null,
'',
Null,
2635,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16078,
'3-degree Gauss-Kruger zone 48',
'conversion',
Null,
Null,
'',
Null,
2636,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 144E (code 16178). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16079,
'3-degree Gauss-Kruger zone 49',
'conversion',
Null,
Null,
'',
Null,
2637,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16080,
'3-degree Gauss-Kruger zone 50',
'conversion',
Null,
Null,
'',
Null,
2638,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 150E (code 16180). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16081,
'3-degree Gauss-Kruger zone 51',
'conversion',
Null,
Null,
'',
Null,
2639,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16082,
'3-degree Gauss-Kruger zone 52',
'conversion',
Null,
Null,
'',
Null,
2640,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 156E (code 16182). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16083,
'3-degree Gauss-Kruger zone 53',
'conversion',
Null,
Null,
'',
Null,
2641,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16084,
'3-degree Gauss-Kruger zone 54',
'conversion',
Null,
Null,
'',
Null,
2642,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 162E (code 16184). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16085,
'3-degree Gauss-Kruger zone 55',
'conversion',
Null,
Null,
'',
Null,
2643,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16086,
'3-degree Gauss-Kruger zone 56',
'conversion',
Null,
Null,
'',
Null,
2644,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168E (code 16186). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16087,
'3-degree Gauss-Kruger zone 57',
'conversion',
Null,
Null,
'',
Null,
2645,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16088,
'3-degree Gauss-Kruger zone 58',
'conversion',
Null,
Null,
'',
Null,
2646,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174E (code 16188). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16089,
'3-degree Gauss-Kruger zone 59',
'conversion',
Null,
Null,
'',
Null,
2647,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16090,
'3-degree Gauss-Kruger zone 60',
'conversion',
Null,
Null,
'',
Null,
2648,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16091,
'3-degree Gauss-Kruger zone 61',
'conversion',
Null,
Null,
'',
Null,
2649,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16092,
'3-degree Gauss-Kruger zone 62',
'conversion',
Null,
Null,
'',
Null,
2650,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 174W (code 16192). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16093,
'3-degree Gauss-Kruger zone 63',
'conversion',
Null,
Null,
'',
Null,
2651,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16094,
'3-degree Gauss-Kruger zone 64',
'conversion',
Null,
Null,
'',
Null,
2652,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 168W (code 16194). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16099,
'3-degree Gauss-Kruger zone 60',
'conversion',
Null,
Null,
'',
Null,
2648,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 180 (code 16190). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16100,
'UTM grid system (southern hemisphere)',
'conversion',
Null,
Null,
'',
Null,
1999,
'For strict use within zone boundaries',
0,
9824,
Null,
Null,
'Use UTM zone xx S (codes 16101-16160) for use outwith zone boundary or when easting is not prefixed by zone number.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16101,
'UTM zone 1S',
'conversion',
Null,
Null,
'',
Null,
1874,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16102,
'UTM zone 2S',
'conversion',
Null,
Null,
'',
Null,
1876,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16103,
'UTM zone 3S',
'conversion',
Null,
Null,
'',
Null,
1878,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16104,
'UTM zone 4S',
'conversion',
Null,
Null,
'',
Null,
1880,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16105,
'UTM zone 5S',
'conversion',
Null,
Null,
'',
Null,
1882,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16106,
'UTM zone 6S',
'conversion',
Null,
Null,
'',
Null,
1884,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16107,
'UTM zone 7S',
'conversion',
Null,
Null,
'',
Null,
1886,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16108,
'UTM zone 8S',
'conversion',
Null,
Null,
'',
Null,
1888,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16109,
'UTM zone 9S',
'conversion',
Null,
Null,
'',
Null,
1890,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16110,
'UTM zone 10S',
'conversion',
Null,
Null,
'',
Null,
1892,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16111,
'UTM zone 11S',
'conversion',
Null,
Null,
'',
Null,
1894,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16112,
'UTM zone 12S',
'conversion',
Null,
Null,
'',
Null,
1896,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16113,
'UTM zone 13S',
'conversion',
Null,
Null,
'',
Null,
1898,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16114,
'UTM zone 14S',
'conversion',
Null,
Null,
'',
Null,
1900,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16115,
'UTM zone 15S',
'conversion',
Null,
Null,
'',
Null,
1902,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16116,
'UTM zone 16S',
'conversion',
Null,
Null,
'',
Null,
1904,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16117,
'UTM zone 17S',
'conversion',
Null,
Null,
'',
Null,
1906,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16118,
'UTM zone 18S',
'conversion',
Null,
Null,
'',
Null,
1908,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16119,
'UTM zone 19S',
'conversion',
Null,
Null,
'',
Null,
1910,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16120,
'UTM zone 20S',
'conversion',
Null,
Null,
'',
Null,
1912,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16121,
'UTM zone 21S',
'conversion',
Null,
Null,
'',
Null,
1914,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16122,
'UTM zone 22S',
'conversion',
Null,
Null,
'',
Null,
1916,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16123,
'UTM zone 23S',
'conversion',
Null,
Null,
'',
Null,
1918,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16124,
'UTM zone 24S',
'conversion',
Null,
Null,
'',
Null,
1920,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16125,
'UTM zone 25S',
'conversion',
Null,
Null,
'',
Null,
1922,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16126,
'UTM zone 26S',
'conversion',
Null,
Null,
'',
Null,
1924,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16127,
'UTM zone 27S',
'conversion',
Null,
Null,
'',
Null,
1926,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16128,
'UTM zone 28S',
'conversion',
Null,
Null,
'',
Null,
1928,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16129,
'UTM zone 29S',
'conversion',
Null,
Null,
'',
Null,
1930,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16130,
'UTM zone 30S',
'conversion',
Null,
Null,
'',
Null,
1932,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16131,
'UTM zone 31S',
'conversion',
Null,
Null,
'',
Null,
1934,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16132,
'UTM zone 32S',
'conversion',
Null,
Null,
'',
Null,
1936,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16133,
'UTM zone 33S',
'conversion',
Null,
Null,
'',
Null,
1938,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16134,
'UTM zone 34S',
'conversion',
Null,
Null,
'',
Null,
1940,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16135,
'UTM zone 35S',
'conversion',
Null,
Null,
'',
Null,
1942,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16136,
'UTM zone 36S',
'conversion',
Null,
Null,
'',
Null,
1944,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16137,
'UTM zone 37S',
'conversion',
Null,
Null,
'',
Null,
1946,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16138,
'UTM zone 38S',
'conversion',
Null,
Null,
'',
Null,
1948,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16139,
'UTM zone 39S',
'conversion',
Null,
Null,
'',
Null,
1950,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16140,
'UTM zone 40S',
'conversion',
Null,
Null,
'',
Null,
1952,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16141,
'UTM zone 41S',
'conversion',
Null,
Null,
'',
Null,
1954,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16142,
'UTM zone 42S',
'conversion',
Null,
Null,
'',
Null,
1956,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16143,
'UTM zone 43S',
'conversion',
Null,
Null,
'',
Null,
1958,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16144,
'UTM zone 44S',
'conversion',
Null,
Null,
'',
Null,
1960,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16145,
'UTM zone 45S',
'conversion',
Null,
Null,
'',
Null,
1962,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16146,
'UTM zone 46S',
'conversion',
Null,
Null,
'',
Null,
1964,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16147,
'UTM zone 47S',
'conversion',
Null,
Null,
'',
Null,
1966,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16148,
'UTM zone 48S',
'conversion',
Null,
Null,
'',
Null,
1968,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16149,
'UTM zone 49S',
'conversion',
Null,
Null,
'',
Null,
1970,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16150,
'UTM zone 50S',
'conversion',
Null,
Null,
'',
Null,
1972,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16151,
'UTM zone 51S',
'conversion',
Null,
Null,
'',
Null,
1974,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16152,
'UTM zone 52S',
'conversion',
Null,
Null,
'',
Null,
1976,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16153,
'UTM zone 53S',
'conversion',
Null,
Null,
'',
Null,
1978,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16154,
'UTM zone 54S',
'conversion',
Null,
Null,
'',
Null,
1980,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16155,
'UTM zone 55S',
'conversion',
Null,
Null,
'',
Null,
1982,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16156,
'UTM zone 56S',
'conversion',
Null,
Null,
'',
Null,
1984,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16157,
'UTM zone 57S',
'conversion',
Null,
Null,
'',
Null,
1986,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16158,
'UTM zone 58S',
'conversion',
Null,
Null,
'',
Null,
1988,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16159,
'UTM zone 59S',
'conversion',
Null,
Null,
'',
Null,
1990,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16160,
'UTM zone 60S',
'conversion',
Null,
Null,
'',
Null,
1992,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16161,
'Universal Polar Stereographic South',
'conversion',
Null,
Null,
'',
Null,
1997,
'Militay mapping.',
0,
9810,
Null,
Null,
'',
'NIMA TR8358.2',
'OGP',
TO_DATE('2000-03-07'),
'1997.180 2000.094 2003.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16170,
'3-degree Gauss-Kruger CM 120E',
'conversion',
Null,
Null,
'',
Null,
2628,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 40N (code 16070) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16171,
'3-degree Gauss-Kruger CM 123E',
'conversion',
Null,
Null,
'',
Null,
2629,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 41N (code 16071) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16172,
'3-degree Gauss-Kruger CM 126E',
'conversion',
Null,
Null,
'',
Null,
2630,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 42N (code 16072) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16173,
'3-degree Gauss-Kruger CM 129E',
'conversion',
Null,
Null,
'',
Null,
2631,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 43N (code 16073) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16174,
'3-degree Gauss-Kruger CM 132E',
'conversion',
Null,
Null,
'',
Null,
2632,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 44N (code 16074) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16175,
'3-degree Gauss-Kruger CM 135E',
'conversion',
Null,
Null,
'',
Null,
2633,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 45N (code 16075) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16176,
'3-degree Gauss-Kruger CM 138E',
'conversion',
Null,
Null,
'',
Null,
2634,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 46N (code 16076) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16177,
'3-degree Gauss-Kruger CM 141E',
'conversion',
Null,
Null,
'',
Null,
2635,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 47N (code 16077) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16178,
'3-degree Gauss-Kruger CM 144E',
'conversion',
Null,
Null,
'',
Null,
2636,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 48N (code 16078) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16179,
'3-degree Gauss-Kruger CM 147E',
'conversion',
Null,
Null,
'',
Null,
2637,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 49N (code 16079) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16180,
'3-degree Gauss-Kruger CM 150E',
'conversion',
Null,
Null,
'',
Null,
2638,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 50N (code 16080) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperation VALUES ( 16181,
'3-degree Gauss-Kruger CM 153E',
'conversion',
Null,
Null,
'',
Null,
2639,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 51N (code 16081) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16182,
'3-degree Gauss-Kruger CM 156E',
'conversion',
Null,
Null,
'',
Null,
2640,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 52N (code 16082) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16183,
'3-degree Gauss-Kruger CM 159E',
'conversion',
Null,
Null,
'',
Null,
2641,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 53N (code 16083) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16184,
'3-degree Gauss-Kruger CM 162E',
'conversion',
Null,
Null,
'',
Null,
2642,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 54N (code 16084) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16185,
'3-degree Gauss-Kruger CM 165E',
'conversion',
Null,
Null,
'',
Null,
2643,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 55N (code 16085) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16186,
'3-degree Gauss-Kruger CM 168E',
'conversion',
Null,
Null,
'',
Null,
2644,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 56N (code 16086) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16187,
'3-degree Gauss-Kruger CM 171E',
'conversion',
Null,
Null,
'',
Null,
2645,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 57N (code 16087) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16188,
'3-degree Gauss-Kruger CM 174E',
'conversion',
Null,
Null,
'',
Null,
2646,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 58N (code 16088) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16189,
'3-degree Gauss-Kruger CM 177E',
'conversion',
Null,
Null,
'',
Null,
2647,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 59N (code 16089) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16190,
'3-degree Gauss-Kruger CM 180',
'conversion',
Null,
Null,
'',
Null,
2648,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 60N (code 16099) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'2006.370',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16191,
'3-degree Gauss-Kruger CM 177W',
'conversion',
Null,
Null,
'',
Null,
2649,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 61N (code 16091) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16192,
'3-degree Gauss-Kruger CM 174W',
'conversion',
Null,
Null,
'',
Null,
2650,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 62N (code 16092) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16193,
'3-degree Gauss-Kruger CM 171W',
'conversion',
Null,
Null,
'',
Null,
2651,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 63N (code 16093) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16194,
'3-degree Gauss-Kruger CM 168W',
'conversion',
Null,
Null,
'',
Null,
2652,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 64N (code 16094) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16201,
'6-degree Gauss-Kruger zone 1',
'conversion',
Null,
Null,
'',
Null,
1933,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16202,
'6-degree Gauss-Kruger zone 2',
'conversion',
Null,
Null,
'',
Null,
2741,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16203,
'6-degree Gauss-Kruger zone 3',
'conversion',
Null,
Null,
'',
Null,
2742,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16204,
'6-degree Gauss-Kruger zone 4',
'conversion',
Null,
Null,
'',
Null,
2743,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16205,
'6-degree Gauss-Kruger zone 5',
'conversion',
Null,
Null,
'',
Null,
2744,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16206,
'6-degree Gauss-Kruger zone 6',
'conversion',
Null,
Null,
'',
Null,
2745,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16207,
'6-degree Gauss-Kruger zone 7',
'conversion',
Null,
Null,
'',
Null,
2746,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16208,
'6-degree Gauss-Kruger zone 8',
'conversion',
Null,
Null,
'',
Null,
1947,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16209,
'6-degree Gauss-Kruger zone 9',
'conversion',
Null,
Null,
'',
Null,
1949,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16210,
'6-degree Gauss-Kruger zone 10',
'conversion',
Null,
Null,
'',
Null,
1951,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16211,
'6-degree Gauss-Kruger zone 11',
'conversion',
Null,
Null,
'',
Null,
1953,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16212,
'6-degree Gauss-Kruger zone 12',
'conversion',
Null,
Null,
'',
Null,
1955,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16213,
'6-degree Gauss-Kruger zone 13',
'conversion',
Null,
Null,
'',
Null,
1957,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16214,
'6-degree Gauss-Kruger zone 14',
'conversion',
Null,
Null,
'',
Null,
1959,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16215,
'6-degree Gauss-Kruger zone 15',
'conversion',
Null,
Null,
'',
Null,
1961,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16216,
'6-degree Gauss-Kruger zone 16',
'conversion',
Null,
Null,
'',
Null,
1963,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16217,
'6-degree Gauss-Kruger zone 17',
'conversion',
Null,
Null,
'',
Null,
1965,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16218,
'6-degree Gauss-Kruger zone 18',
'conversion',
Null,
Null,
'',
Null,
1967,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16219,
'6-degree Gauss-Kruger zone 19',
'conversion',
Null,
Null,
'',
Null,
1969,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16220,
'6-degree Gauss-Kruger zone 20',
'conversion',
Null,
Null,
'',
Null,
1971,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16221,
'6-degree Gauss-Kruger zone 21',
'conversion',
Null,
Null,
'',
Null,
1973,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123E (code 16321). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16222,
'6-degree Gauss-Kruger zone 22',
'conversion',
Null,
Null,
'',
Null,
1975,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129E (code 16322). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16223,
'6-degree Gauss-Kruger zone 23',
'conversion',
Null,
Null,
'',
Null,
1977,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135E (code 16323). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16224,
'6-degree Gauss-Kruger zone 24',
'conversion',
Null,
Null,
'',
Null,
1979,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141E (code 16324). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16225,
'6-degree Gauss-Kruger zone 25',
'conversion',
Null,
Null,
'',
Null,
1981,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147E (code 16325). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16226,
'6-degree Gauss-Kruger zone 26',
'conversion',
Null,
Null,
'',
Null,
1983,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153E (code 16326). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16227,
'6-degree Gauss-Kruger zone 27',
'conversion',
Null,
Null,
'',
Null,
1985,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159E (code 16327). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16228,
'6-degree Gauss-Kruger zone 28',
'conversion',
Null,
Null,
'',
Null,
1987,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165E (code 16328). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16229,
'6-degree Gauss-Kruger zone 29',
'conversion',
Null,
Null,
'',
Null,
1989,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171E (code 16329). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16230,
'6-degree Gauss-Kruger zone 30',
'conversion',
Null,
Null,
'',
Null,
1991,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177E (code 16330). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16231,
'6-degree Gauss-Kruger zone 31',
'conversion',
Null,
Null,
'',
Null,
1873,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 177W (code 16331). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16232,
'6-degree Gauss-Kruger zone 32',
'conversion',
Null,
Null,
'',
Null,
1875,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 171W (code 16332). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'1995.280 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16233,
'6-degree Gauss-Kruger zone 33',
'conversion',
Null,
Null,
'',
Null,
1877,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 165W (code 16333). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16234,
'6-degree Gauss-Kruger zone 34',
'conversion',
Null,
Null,
'',
Null,
1879,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 159W (code 16334). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16235,
'6-degree Gauss-Kruger zone 35',
'conversion',
Null,
Null,
'',
Null,
1881,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 153W (code 16335). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16236,
'6-degree Gauss-Kruger zone 36',
'conversion',
Null,
Null,
'',
Null,
1883,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 147W (code 16336). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16237,
'6-degree Gauss-Kruger zone 37',
'conversion',
Null,
Null,
'',
Null,
1885,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 141W (code 16337). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16238,
'6-degree Gauss-Kruger zone 38',
'conversion',
Null,
Null,
'',
Null,
1887,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 135W (code 16338). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16239,
'6-degree Gauss-Kruger zone 39',
'conversion',
Null,
Null,
'',
Null,
1889,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 129W (code 16339). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16240,
'6-degree Gauss-Kruger zone 40',
'conversion',
Null,
Null,
'',
Null,
1891,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 123W (code 16340). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16241,
'6-degree Gauss-Kruger zone 41',
'conversion',
Null,
Null,
'',
Null,
1893,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 117W (code 16341). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16242,
'6-degree Gauss-Kruger zone 42',
'conversion',
Null,
Null,
'',
Null,
1895,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 111W (code 16342). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16243,
'6-degree Gauss-Kruger zone 43',
'conversion',
Null,
Null,
'',
Null,
1897,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 105W (code 16343). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16244,
'6-degree Gauss-Kruger zone 44',
'conversion',
Null,
Null,
'',
Null,
1899,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 99W (code 16344). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16245,
'6-degree Gauss-Kruger zone 45',
'conversion',
Null,
Null,
'',
Null,
1901,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 93W (code 16345). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16246,
'6-degree Gauss-Kruger zone 46',
'conversion',
Null,
Null,
'',
Null,
1903,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 87W (code 16346). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16247,
'6-degree Gauss-Kruger zone 47',
'conversion',
Null,
Null,
'',
Null,
2732,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 81W (code 16347). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16248,
'6-degree Gauss-Kruger zone 48',
'conversion',
Null,
Null,
'',
Null,
2733,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 75W (code 16348). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16249,
'6-degree Gauss-Kruger zone 49',
'conversion',
Null,
Null,
'',
Null,
2734,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 69W (code 16349). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16250,
'6-degree Gauss-Kruger zone 50',
'conversion',
Null,
Null,
'',
Null,
2735,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 63W (code 16350). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16251,
'6-degree Gauss-Kruger zone 51',
'conversion',
Null,
Null,
'',
Null,
2736,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 57W (code 16351). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16252,
'6-degree Gauss-Kruger zone 52',
'conversion',
Null,
Null,
'',
Null,
2737,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 51W (code 16352). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16253,
'6-degree Gauss-Kruger zone 53',
'conversion',
Null,
Null,
'',
Null,
2738,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 45W (code 16353). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16254,
'6-degree Gauss-Kruger zone 54',
'conversion',
Null,
Null,
'',
Null,
2739,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 39W (code 16354). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16255,
'6-degree Gauss-Kruger zone 55',
'conversion',
Null,
Null,
'',
Null,
1921,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 33W (code 16355). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16256,
'6-degree Gauss-Kruger zone 56',
'conversion',
Null,
Null,
'',
Null,
1923,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 27W (code 16356). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16257,
'6-degree Gauss-Kruger zone 57',
'conversion',
Null,
Null,
'',
Null,
1925,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 21W (code 16357). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16258,
'6-degree Gauss-Kruger zone 58',
'conversion',
Null,
Null,
'',
Null,
1927,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 15W (code 16358). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16259,
'6-degree Gauss-Kruger zone 59',
'conversion',
Null,
Null,
'',
Null,
1929,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 9W (code 16359). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16260,
'6-degree Gauss-Kruger zone 60',
'conversion',
Null,
Null,
'',
Null,
1931,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 6-degree Gauss-Kruger cm 3W (code 16360). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16261,
'3-degree Gauss-Kruger zone 1',
'conversion',
Null,
Null,
'',
Null,
2299,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 3E (code 16301). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16262,
'3-degree Gauss-Kruger zone 2',
'conversion',
Null,
Null,
'',
Null,
2300,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 6E (code 16362). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16263,
'3-degree Gauss-Kruger zone 3',
'conversion',
Null,
Null,
'',
Null,
2301,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 9E (code 16302). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16264,
'3-degree Gauss-Kruger zone 4',
'conversion',
Null,
Null,
'',
Null,
2302,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 12E (code 16364). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16265,
'3-degree Gauss-Kruger zone 5',
'conversion',
Null,
Null,
'',
Null,
2303,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 15E (code 16303). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16266,
'3-degree Gauss-Kruger zone 6',
'conversion',
Null,
Null,
'',
Null,
2304,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 18E (code 16366). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16267,
'3-degree Gauss-Kruger zone 7',
'conversion',
Null,
Null,
'',
Null,
2305,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 21E (code 16304). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16268,
'3-degree Gauss-Kruger zone 8',
'conversion',
Null,
Null,
'',
Null,
2306,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 24E (code 16368). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16269,
'3-degree Gauss-Kruger zone 9',
'conversion',
Null,
Null,
'',
Null,
2534,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 27E (code 16305). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16270,
'3-degree Gauss-Kruger zone 10',
'conversion',
Null,
Null,
'',
Null,
2535,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 30E (code 16370). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16271,
'3-degree Gauss-Kruger zone 11',
'conversion',
Null,
Null,
'',
Null,
2536,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 33E (code 16306). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16272,
'3-degree Gauss-Kruger zone 12',
'conversion',
Null,
Null,
'',
Null,
2537,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 36E (code 16372). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16273,
'3-degree Gauss-Kruger zone 13',
'conversion',
Null,
Null,
'',
Null,
2538,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 39E (code 16307). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16274,
'3-degree Gauss-Kruger zone 14',
'conversion',
Null,
Null,
'',
Null,
2539,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 42E (code 16374). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16275,
'3-degree Gauss-Kruger zone 15',
'conversion',
Null,
Null,
'',
Null,
2540,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 45E (code 16308). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16276,
'3-degree Gauss-Kruger zone 16',
'conversion',
Null,
Null,
'',
Null,
2604,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 48E (code 16376). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16277,
'3-degree Gauss-Kruger zone 17',
'conversion',
Null,
Null,
'',
Null,
2605,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 51E (code 16309). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16278,
'3-degree Gauss-Kruger zone 18',
'conversion',
Null,
Null,
'',
Null,
2606,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 54E (code 16378). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16279,
'3-degree Gauss-Kruger zone 19',
'conversion',
Null,
Null,
'',
Null,
2607,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 57E (code 16310). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16280,
'3-degree Gauss-Kruger zone 20',
'conversion',
Null,
Null,
'',
Null,
2608,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 60E (code 16380). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16281,
'3-degree Gauss-Kruger zone 21',
'conversion',
Null,
Null,
'',
Null,
2609,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 63E (code 16311). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16282,
'3-degree Gauss-Kruger zone 22',
'conversion',
Null,
Null,
'',
Null,
2610,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 66E (code 16382). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16283,
'3-degree Gauss-Kruger zone 23',
'conversion',
Null,
Null,
'',
Null,
2611,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 69E (code 16312). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16284,
'3-degree Gauss-Kruger zone 24',
'conversion',
Null,
Null,
'',
Null,
2612,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 72E (code 16384). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16285,
'3-degree Gauss-Kruger zone 25',
'conversion',
Null,
Null,
'',
Null,
2613,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 75E (code 16313). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16286,
'3-degree Gauss-Kruger zone 26',
'conversion',
Null,
Null,
'',
Null,
2614,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 78E (code 16386). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16287,
'3-degree Gauss-Kruger zone 27',
'conversion',
Null,
Null,
'',
Null,
2615,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 81E (code 16314). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16288,
'3-degree Gauss-Kruger zone 28',
'conversion',
Null,
Null,
'',
Null,
2616,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 84E (code 16388). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16289,
'3-degree Gauss-Kruger zone 29',
'conversion',
Null,
Null,
'',
Null,
2617,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 87E (code 16315). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16290,
'3-degree Gauss-Kruger zone 30',
'conversion',
Null,
Null,
'',
Null,
2618,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 90E (code 16390). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16291,
'3-degree Gauss-Kruger zone 31',
'conversion',
Null,
Null,
'',
Null,
2619,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 93E (code 16316). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16292,
'3-degree Gauss-Kruger zone 32',
'conversion',
Null,
Null,
'',
Null,
2620,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 96E (code 16392). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16293,
'3-degree Gauss-Kruger zone 33',
'conversion',
Null,
Null,
'',
Null,
2621,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 99E (code 16317). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16294,
'3-degree Gauss-Kruger zone 34',
'conversion',
Null,
Null,
'',
Null,
2622,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 102E (code 16394). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16295,
'3-degree Gauss-Kruger zone 35',
'conversion',
Null,
Null,
'',
Null,
2623,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 105E (code 16318). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16296,
'3-degree Gauss-Kruger zone 36',
'conversion',
Null,
Null,
'',
Null,
2624,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 108E (code 16396). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16297,
'3-degree Gauss-Kruger zone 37',
'conversion',
Null,
Null,
'',
Null,
2625,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see Gauss-Kruger cm 111E (code 16319). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16298,
'3-degree Gauss-Kruger zone 38',
'conversion',
Null,
Null,
'',
Null,
2626,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 114E (code 16398). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16299,
'3-degree Gauss-Kruger zone 39',
'conversion',
Null,
Null,
'',
Null,
2627,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Also found with zone truncated from false easting: see 3-degree Gauss-Kruger cm 117E (code 16320). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16301,
'Gauss-Kruger CM 3E',
'conversion',
Null,
Null,
'',
Null,
1933,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 1N (code 16201), or for a restricted longitude range 3-degree Gauss-Kruger zone 1N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16302,
'Gauss-Kruger CM 9E',
'conversion',
Null,
Null,
'',
Null,
1935,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 2N (code 16202), or for a restricted longitude range 3-degree Gauss-Kruger zone 3N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16303,
'Gauss-Kruger CM 15E',
'conversion',
Null,
Null,
'',
Null,
1937,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 3N (code 16203), or for a restricted longitude range 3-degree Gauss-Kruger zone 5N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16304,
'Gauss-Kruger CM 21E',
'conversion',
Null,
Null,
'',
Null,
1939,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 4N (code 16204), or for a restricted longitude range 3-degree Gauss-Kruger zone 7N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16305,
'Gauss-Kruger CM 27E',
'conversion',
Null,
Null,
'',
Null,
1941,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 5N (code 16205), or for a restricted longitude range 3-degree Gauss-Kruger zone 9N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16306,
'Gauss-Kruger CM 33E',
'conversion',
Null,
Null,
'',
Null,
1943,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 6N (code 16206), or for a restricted longitude range 3-degree Gauss-Kruger zone 11N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16307,
'Gauss-Kruger CM 39E',
'conversion',
Null,
Null,
'',
Null,
1945,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 7N (code 16207), or for a restricted longitude range 3-degree Gauss-Kruger zone 13N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16308,
'Gauss-Kruger CM 45E',
'conversion',
Null,
Null,
'',
Null,
1947,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 8N (code 16208), or for a restricted longitude range 3-degree Gauss-Kruger zone 15N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16309,
'Gauss-Kruger CM 51E',
'conversion',
Null,
Null,
'',
Null,
1949,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 9N (code 16209), or for a restricted longitude range 3-degree Gauss-Kruger zone 17N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16310,
'Gauss-Kruger CM 57E',
'conversion',
Null,
Null,
'',
Null,
1951,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 10N (code 16210), or for a restricted longitude range 3-degree Gauss-Kruger zone 19N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16311,
'Gauss-Kruger CM 63E',
'conversion',
Null,
Null,
'',
Null,
1953,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 11N (code 16211), or for a restricted longitude range 3-degree Gauss-Kruger zone 21N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16312,
'Gauss-Kruger CM 69E',
'conversion',
Null,
Null,
'',
Null,
1955,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 12N (code 16212), or for a restricted longitude range 3-degree Gauss-Kruger zone 23N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16313,
'Gauss-Kruger CM 75E',
'conversion',
Null,
Null,
'',
Null,
1957,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 13N (code 16213), or for a restricted longitude range 3-degree Gauss-Kruger zone 25N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16314,
'Gauss-Kruger CM 81E',
'conversion',
Null,
Null,
'',
Null,
1959,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 14N (code 16214), or for a restricted longitude range 3-degree Gauss-Kruger zone 27N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16315,
'Gauss-Kruger CM 87E',
'conversion',
Null,
Null,
'',
Null,
1961,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 15N (code 16215), or for a restricted longitude range 3-degree Gauss-Kruger zone 29N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16316,
'Gauss-Kruger CM 93E',
'conversion',
Null,
Null,
'',
Null,
1963,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 16N (code 16216), or for a restricted longitude range 3-degree Gauss-Kruger zone 31N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16317,
'Gauss-Kruger CM 99E',
'conversion',
Null,
Null,
'',
Null,
1965,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 17N (code 16217), or for a restricted longitude range 3-degree Gauss-Kruger zone 33N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16318,
'Gauss-Kruger CM 105E',
'conversion',
Null,
Null,
'',
Null,
1967,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 18N (code 16218), or for a restricted longitude range 3-degree Gauss-Kruger zone 35N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16319,
'Gauss-Kruger CM 111E',
'conversion',
Null,
Null,
'',
Null,
1969,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 19N (code 16219), or for a restricted longitude range 3-degree Gauss-Kruger zone 37N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16320,
'Gauss-Kruger CM 117E',
'conversion',
Null,
Null,
'',
Null,
1971,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 20N (code 16220), or for a restricted longitude range 3-degree Gauss-Kruger zone 39N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16321,
'Gauss-Kruger CM 123E',
'conversion',
Null,
Null,
'',
Null,
1973,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 21N (code 16221), or for a restricted longitude range 3-degree Gauss-Kruger zone 41N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16322,
'Gauss-Kruger CM 129E',
'conversion',
Null,
Null,
'',
Null,
1975,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 22N (code 16222), or for a restricted longitude range 3-degree Gauss-Kruger zone 43N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16323,
'Gauss-Kruger CM 135E',
'conversion',
Null,
Null,
'',
Null,
1977,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 23N (code 16223), or for a restricted longitude range 3-degree Gauss-Kruger zone 45N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16324,
'Gauss-Kruger CM 141E',
'conversion',
Null,
Null,
'',
Null,
1979,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 24N (code 16224), or for a restricted longitude range 3-degree Gauss-Kruger zone 47N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16325,
'Gauss-Kruger CM 147E',
'conversion',
Null,
Null,
'',
Null,
1981,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 25N (code 16225), or for a restricted longitude range 3-degree Gauss-Kruger zone 49N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16326,
'Gauss-Kruger CM 153E',
'conversion',
Null,
Null,
'',
Null,
1983,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 26N (code 16226), or for a restricted longitude range 3-degree Gauss-Kruger zone 51N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16327,
'Gauss-Kruger CM 159E',
'conversion',
Null,
Null,
'',
Null,
1985,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 27N (code 16227), or for a restricted longitude range 3-degree Gauss-Kruger zone 53N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16328,
'Gauss-Kruger CM 165E',
'conversion',
Null,
Null,
'',
Null,
1987,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 28N (code 16228), or for a restricted longitude range 3-degree Gauss-Kruger zone 55N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16329,
'Gauss-Kruger CM 171E',
'conversion',
Null,
Null,
'',
Null,
1989,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 29N (code 16229), or for a restricted longitude range 3-degree Gauss-Kruger zone 57N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16330,
'Gauss-Kruger CM 177E',
'conversion',
Null,
Null,
'',
Null,
1991,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 30N (code 16230), or for a restricted longitude range 3-degree Gauss-Kruger zone 59N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16331,
'Gauss-Kruger CM 177W',
'conversion',
Null,
Null,
'',
Null,
1873,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 31N (code 16231), or for a restricted longitude range 3-degree Gauss-Kruger zone 61N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16332,
'Gauss-Kruger CM 171W',
'conversion',
Null,
Null,
'',
Null,
1875,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 32N (code 16232), or for a restricted longitude range 3-degree Gauss-Kruger zone 62N (code 16261). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'1995.280 2002.360 2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16333,
'Gauss-Kruger CM 165W',
'conversion',
Null,
Null,
'',
Null,
1877,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 33N (code 16233). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16334,
'Gauss-Kruger CM 159W',
'conversion',
Null,
Null,
'',
Null,
1879,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 34N (code 16234). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16335,
'Gauss-Kruger CM 153W',
'conversion',
Null,
Null,
'',
Null,
1881,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 35N (code 16235). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16336,
'Gauss-Kruger CM 147W',
'conversion',
Null,
Null,
'',
Null,
1883,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 36N (code 16236). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16337,
'Gauss-Kruger CM 141W',
'conversion',
Null,
Null,
'',
Null,
1885,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 37N (code 16237). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16338,
'Gauss-Kruger CM 135W',
'conversion',
Null,
Null,
'',
Null,
1887,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 38N (code 16238). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16339,
'Gauss-Kruger CM 129W',
'conversion',
Null,
Null,
'',
Null,
1889,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 39N (code 16239). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16340,
'Gauss-Kruger CM 123W',
'conversion',
Null,
Null,
'',
Null,
1891,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 40N (code 16240). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16341,
'Gauss-Kruger CM 117W',
'conversion',
Null,
Null,
'',
Null,
1893,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 41N (code 16241). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16342,
'Gauss-Kruger CM 111W',
'conversion',
Null,
Null,
'',
Null,
1895,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 42N (code 16242). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16343,
'Gauss-Kruger CM 105W',
'conversion',
Null,
Null,
'',
Null,
1897,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 43N (code 16243). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16344,
'Gauss-Kruger CM 99W',
'conversion',
Null,
Null,
'',
Null,
1899,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 44N (code 16244). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16345,
'Gauss-Kruger CM 93W',
'conversion',
Null,
Null,
'',
Null,
1901,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 45N (code 16245). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16346,
'Gauss-Kruger CM 87W',
'conversion',
Null,
Null,
'',
Null,
1903,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 46N (code 16246). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16347,
'Gauss-Kruger CM 81W',
'conversion',
Null,
Null,
'',
Null,
1905,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 47N (code 16247). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16348,
'Gauss-Kruger CM 75W',
'conversion',
Null,
Null,
'',
Null,
1907,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 48N (code 16248). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16349,
'Gauss-Kruger CM 69W',
'conversion',
Null,
Null,
'',
Null,
1909,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 49N (code 16249). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16350,
'Gauss-Kruger CM 63W',
'conversion',
Null,
Null,
'',
Null,
1911,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 50N (code 16250). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16351,
'Gauss-Kruger CM 57W',
'conversion',
Null,
Null,
'',
Null,
1913,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 51N (code 16251). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16352,
'Gauss-Kruger CM 51W',
'conversion',
Null,
Null,
'',
Null,
1915,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 52N (code 16252). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16353,
'Gauss-Kruger CM 45W',
'conversion',
Null,
Null,
'',
Null,
1917,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 53N (code 16253). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16354,
'Gauss-Kruger CM 39W',
'conversion',
Null,
Null,
'',
Null,
1919,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 54N (code 16254). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16355,
'Gauss-Kruger CM 33W',
'conversion',
Null,
Null,
'',
Null,
1921,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 55N (code 16255). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16356,
'Gauss-Kruger CM 27W',
'conversion',
Null,
Null,
'',
Null,
1923,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 56N (code 16256). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16357,
'Gauss-Kruger CM 21W',
'conversion',
Null,
Null,
'',
Null,
1925,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 57N (code 16257). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16358,
'Gauss-Kruger CM 15W',
'conversion',
Null,
Null,
'',
Null,
1927,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 58N (code 16258). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16359,
'Gauss-Kruger CM 9W',
'conversion',
Null,
Null,
'',
Null,
1929,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 59N (code 16259). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16360,
'Gauss-Kruger CM 3W',
'conversion',
Null,
Null,
'',
Null,
1931,
'Medium scale topographic mapping.',
0,
9807,
Null,
Null,
'Usually used with zone prefix to FE - see 6-degree Gauss-Kruger zone 60N (code 16260). Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2006-07-25'),
'2006.592',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16361,
'3-degree Gauss-Kruger CM 3E',
'conversion',
Null,
Null,
'',
Null,
2299,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 1N (code 16261) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16362,
'3-degree Gauss-Kruger CM 6E',
'conversion',
Null,
Null,
'',
Null,
2300,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 2N (code 16262) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16363,
'3-degree Gauss-Kruger CM 9E',
'conversion',
Null,
Null,
'',
Null,
2301,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 3N (code 16263) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16364,
'3-degree Gauss-Kruger CM 12E',
'conversion',
Null,
Null,
'',
Null,
2302,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 4N (code 16264) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16365,
'3-degree Gauss-Kruger CM 15E',
'conversion',
Null,
Null,
'',
Null,
2303,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 5N (code 16265) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16366,
'3-degree Gauss-Kruger CM 18E',
'conversion',
Null,
Null,
'',
Null,
2304,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 6N (code 16266) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16367,
'3-degree Gauss-Kruger CM 21E',
'conversion',
Null,
Null,
'',
Null,
2305,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 7N (code 16267) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16368,
'3-degree Gauss-Kruger CM 24E',
'conversion',
Null,
Null,
'',
Null,
2306,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 8N (code 16268) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16369,
'3-degree Gauss-Kruger CM 27E',
'conversion',
Null,
Null,
'',
Null,
2534,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 9N (code 16269) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16370,
'3-degree Gauss-Kruger CM 30E',
'conversion',
Null,
Null,
'',
Null,
2535,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 10N (code 16270) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16371,
'3-degree Gauss-Kruger CM 33E',
'conversion',
Null,
Null,
'',
Null,
2536,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 11N (code 16271) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16372,
'3-degree Gauss-Kruger CM 36E',
'conversion',
Null,
Null,
'',
Null,
2537,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 12N (code 16272) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16373,
'3-degree Gauss-Kruger CM 39E',
'conversion',
Null,
Null,
'',
Null,
2538,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 13N (code 16273) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16374,
'3-degree Gauss-Kruger CM 42E',
'conversion',
Null,
Null,
'',
Null,
2539,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 14N (code 16274) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16375,
'3-degree Gauss-Kruger CM 45E',
'conversion',
Null,
Null,
'',
Null,
2540,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 15N (code 16275) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16376,
'3-degree Gauss-Kruger CM 48E',
'conversion',
Null,
Null,
'',
Null,
2604,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 16N (code 16276) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'2003.052',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16377,
'3-degree Gauss-Kruger CM 51E',
'conversion',
Null,
Null,
'',
Null,
2605,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 17N (code 16277) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16378,
'3-degree Gauss-Kruger CM 54E',
'conversion',
Null,
Null,
'',
Null,
2606,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 18N (code 16278) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16379,
'3-degree Gauss-Kruger CM 57E',
'conversion',
Null,
Null,
'',
Null,
2607,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 19N (code 16279) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16380,
'3-degree Gauss-Kruger CM 60E',
'conversion',
Null,
Null,
'',
Null,
2608,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 20N (code 16280) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16381,
'3-degree Gauss-Kruger CM 63E',
'conversion',
Null,
Null,
'',
Null,
2609,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 21N (code 16281) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16382,
'3-degree Gauss-Kruger CM 66E',
'conversion',
Null,
Null,
'',
Null,
2610,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 22N (code 16282) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16383,
'3-degree Gauss-Kruger CM 69E',
'conversion',
Null,
Null,
'',
Null,
2611,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 23N (code 16283) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16384,
'3-degree Gauss-Kruger CM 72E',
'conversion',
Null,
Null,
'',
Null,
2612,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 24N (code 16284) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16385,
'3-degree Gauss-Kruger CM 75E',
'conversion',
Null,
Null,
'',
Null,
2613,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 25N (code 16285) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16386,
'3-degree Gauss-Kruger CM 78E',
'conversion',
Null,
Null,
'',
Null,
2614,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 26N (code 16286) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16387,
'3-degree Gauss-Kruger CM 81E',
'conversion',
Null,
Null,
'',
Null,
2615,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 27N (code 16287) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16388,
'3-degree Gauss-Kruger CM 84E',
'conversion',
Null,
Null,
'',
Null,
2616,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 28N (code 16288) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16389,
'3-degree Gauss-Kruger CM 87E',
'conversion',
Null,
Null,
'',
Null,
2617,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 29N (code 16289) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16390,
'3-degree Gauss-Kruger CM 90E',
'conversion',
Null,
Null,
'',
Null,
2618,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 30N (code 16290) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16391,
'3-degree Gauss-Kruger CM 93E',
'conversion',
Null,
Null,
'',
Null,
2619,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 31N (code 16291) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16392,
'3-degree Gauss-Kruger CM 96E',
'conversion',
Null,
Null,
'',
Null,
2620,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 32N (code 16292) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16393,
'3-degree Gauss-Kruger CM 99E',
'conversion',
Null,
Null,
'',
Null,
2621,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 33N (code 16293) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16394,
'3-degree Gauss-Kruger CM 102E',
'conversion',
Null,
Null,
'',
Null,
2622,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 34N (code 16294) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16395,
'3-degree Gauss-Kruger CM 105E',
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'Large scale topographic mapping, cadastral and engineering survey.',
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9807,
Null,
Null,
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Null,
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2624,
'Large scale topographic mapping, cadastral and engineering survey.',
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9807,
Null,
Null,
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'OGP',
'OGP',
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0 );
INSERT INTO epsg_coordoperation VALUES ( 16397,
'3-degree Gauss-Kruger CM 111E',
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Null,
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2625,
'Large scale topographic mapping, cadastral and engineering survey.',
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9807,
Null,
Null,
'3-degree Gauss-Kruger zone 37N (code 16297) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
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'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 16398,
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Null,
'',
Null,
2626,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 38N (code 16298) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
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'',
1,
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INSERT INTO epsg_coordoperation VALUES ( 16399,
'3-degree Gauss-Kruger CM 117E',
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Null,
'',
Null,
2627,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'3-degree Gauss-Kruger zone 39N (code 16299) without zone prefix to false easting value. Original transformation by Gauss-Kruger formula.',
'OGP',
'OGP',
TO_DATE('2002-06-22'),
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1 );
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'TM 0 N',
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Null,
'',
Null,
1629,
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9807,
Null,
Null,
'',
'Shell UK',
'OGP',
TO_DATE('1998-11-11'),
'',
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0 );
INSERT INTO epsg_coordoperation VALUES ( 16405,
'TM 5 NE',
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Null,
'',
Null,
1630,
'Oil exploration.',
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9807,
Null,
Null,
'',
'NAM',
'OGP',
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'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16406,
'TM 6 NE',
'conversion',
Null,
Null,
'',
Null,
1717,
'Oil exploration.',
0,
9807,
Null,
Null,
'Used by ExxonMobil for deepwater blocks offshore Nigeria.',
'ExxonMobil',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
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'TM 11 NE',
'conversion',
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Null,
'',
Null,
1489,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16412,
'TM 12 NE',
'conversion',
Null,
Null,
'',
Null,
1143,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Total-Fina',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16413,
'TM 13 NE',
'conversion',
Null,
Null,
'',
Null,
2771,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'TotalFinaElf',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16430,
'TM 30 NE',
'conversion',
Null,
Null,
'',
Null,
2546,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'TotalFinaElf',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16490,
'Bangladesh Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1041,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Survey of Bangladesh via IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16506,
'TM 106 NE',
'conversion',
Null,
Null,
'',
Null,
1495,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'PetroVietnam',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16586,
'GK 106 NE',
'conversion',
Null,
Null,
'',
Null,
1494,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'BP Amoco',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16611,
'TM 11.30 SE',
'conversion',
Null,
Null,
'',
Null,
1605,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Esso Angola',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16612,
'TM 12 SE',
'conversion',
Null,
Null,
'',
Null,
1604,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Shell Angola',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16636,
'TM 36 SE',
'conversion',
Null,
Null,
'',
Null,
1726,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'BP Mozambique',
'OGP',
TO_DATE('1998-11-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16709,
'TM 109 SE',
'conversion',
Null,
Null,
'',
Null,
2577,
'Oil exploration.',
0,
9807,
Null,
Null,
'Used by Arco and BP for ONWJ.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16716,
'TM 116 SE',
'conversion',
Null,
Null,
'',
Null,
2588,
'Oil exploration.',
0,
9807,
Null,
Null,
'Used by BP for Terang-Sirasun.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 16732,
'TM 132 SE',
'conversion',
Null,
Null,
'',
Null,
2589,
'Oil exploration.',
0,
9807,
Null,
Null,
'Used for Tangguh developments.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17001,
'TM 1 NW',
'conversion',
Null,
Null,
'',
Null,
1505,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Various industry sources',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17005,
'TM 5 NW',
'conversion',
Null,
Null,
'',
Null,
2296,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Various oil industry sources',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17054,
'TM 54 NW',
'conversion',
Null,
Null,
'',
Null,
1727,
'Oil exploration.',
0,
9807,
Null,
Null,
'',
'Shell',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17204,
'SCAR IMW SP19-20',
'conversion',
Null,
Null,
'',
Null,
2991,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17205,
'SCAR IMW SP21-22',
'conversion',
Null,
Null,
'',
Null,
2992,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17206,
'SCAR IMW SP23-24',
'conversion',
Null,
Null,
'',
Null,
2993,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17207,
'SCAR IMW SQ01-02',
'conversion',
Null,
Null,
'',
Null,
2994,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17208,
'SCAR IMW SQ19-20',
'conversion',
Null,
Null,
'',
Null,
2995,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17209,
'SCAR IMW SQ21-22',
'conversion',
Null,
Null,
'',
Null,
2996,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17210,
'SCAR IMW SQ37-38',
'conversion',
Null,
Null,
'',
Null,
2997,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17211,
'SCAR IMW SQ39-40',
'conversion',
Null,
Null,
'',
Null,
2998,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17212,
'SCAR IMW SQ41-42',
'conversion',
Null,
Null,
'',
Null,
2999,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17213,
'SCAR IMW SQ43-44',
'conversion',
Null,
Null,
'',
Null,
3000,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17214,
'SCAR IMW SQ45-46',
'conversion',
Null,
Null,
'',
Null,
3001,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17215,
'SCAR IMW SQ47-48',
'conversion',
Null,
Null,
'',
Null,
3002,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17216,
'SCAR IMW SQ49-50',
'conversion',
Null,
Null,
'',
Null,
3003,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17217,
'SCAR IMW SQ51-52',
'conversion',
Null,
Null,
'',
Null,
3004,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17218,
'SCAR IMW SQ53-54',
'conversion',
Null,
Null,
'',
Null,
3005,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17219,
'SCAR IMW SQ55-56',
'conversion',
Null,
Null,
'',
Null,
3006,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17220,
'SCAR IMW SQ57-58',
'conversion',
Null,
Null,
'',
Null,
3007,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17221,
'SCAR IMW SR13-14',
'conversion',
Null,
Null,
'',
Null,
3008,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17222,
'SCAR IMW SR15-16',
'conversion',
Null,
Null,
'',
Null,
3009,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17223,
'SCAR IMW SR17-18',
'conversion',
Null,
Null,
'',
Null,
3010,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17224,
'SCAR IMW SR19-20',
'conversion',
Null,
Null,
'',
Null,
3011,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17225,
'SCAR IMW SR27-28',
'conversion',
Null,
Null,
'',
Null,
3012,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17226,
'SCAR IMW SR29-30',
'conversion',
Null,
Null,
'',
Null,
3013,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17227,
'SCAR IMW SR31-32',
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Null,
Null,
'',
Null,
3014,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17228,
'SCAR IMW SR33-34',
'conversion',
Null,
Null,
'',
Null,
3015,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17229,
'SCAR IMW SR35-36',
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Null,
Null,
'',
Null,
3016,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17230,
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Null,
Null,
'',
Null,
3017,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17231,
'SCAR IMW SR39-40',
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Null,
Null,
'',
Null,
3018,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17232,
'SCAR IMW SR41-42',
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Null,
Null,
'',
Null,
3019,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17233,
'SCAR IMW SR43-44',
'conversion',
Null,
Null,
'',
Null,
3020,
'Medium scale studies and topographic mapping.',
0,
9802,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17234,
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0 );
INSERT INTO epsg_coordoperation VALUES ( 17282,
'SCAR IMW SU36-40',
'conversion',
Null,
Null,
'',
Null,
3069,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17283,
'SCAR IMW SU41-45',
'conversion',
Null,
Null,
'',
Null,
3070,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17284,
'SCAR IMW SU46-50',
'conversion',
Null,
Null,
'',
Null,
3071,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17285,
'SCAR IMW SU51-55',
'conversion',
Null,
Null,
'',
Null,
3072,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17286,
'SCAR IMW SU56-60',
'conversion',
Null,
Null,
'',
Null,
3073,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17287,
'SCAR IMW SV01-10',
'conversion',
Null,
Null,
'',
Null,
3074,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17288,
'SCAR IMW SV11-20',
'conversion',
Null,
Null,
'',
Null,
3075,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17289,
'SCAR IMW SV21-30',
'conversion',
Null,
Null,
'',
Null,
3076,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17290,
'SCAR IMW SV31-40',
'conversion',
Null,
Null,
'',
Null,
3077,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17291,
'SCAR IMW SV41-50',
'conversion',
Null,
Null,
'',
Null,
3078,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17292,
'SCAR IMW SV51-60',
'conversion',
Null,
Null,
'',
Null,
3079,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17293,
'SCAR IMW SW01-60',
'conversion',
Null,
Null,
'',
Null,
3080,
'Medium scale studies and topographic mapping.',
0,
9829,
Null,
Null,
'After: Sievers, J. and H. Bennat (1989). "Reference systems of maps and geographic information systems of Antarctica." Antarctic Science 1(4): 351-362.',
'Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17294,
'USGS Transantarctic Mountains',
'conversion',
Null,
Null,
'',
Null,
3081,
'USGS mapping of Transantarctic mountains.',
0,
9802,
Null,
Null,
'',
'Dr Cheryl Hallam, USGS, Reston, Virginia via Scientific Committee for Antarctic Research (SCAR) Geospatial Information Group.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17295,
'North Pole Lambert Azimuthal Equal Area (Bering Sea)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of Bering Sea area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17296,
'North Pole Lambert Azimuthal Equal Area (Alaska)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of Alaskan area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17297,
'North Pole Lambert Azimuthal Equal Area (Canada)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of Canadian area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17298,
'North Pole Lambert Azimuthal Equal Area (Atlantic)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of North Atlantic and Greenland area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17299,
'North Pole Lambert Azimuthal Equal Area (Europe)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of north European area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17300,
'North Pole Lambert Azimuthal Equal Area (Russia)',
'conversion',
Null,
Null,
'',
Null,
3480,
'Arctic research.',
0,
9820,
Null,
Null,
'For studies of Russian area.',
'Nuna Technologies on behalf of armap.org',
'OGP',
TO_DATE('2007-01-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17321,
'SWEREF99 12 00',
'conversion',
Null,
Null,
'',
Null,
2833,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17322,
'SWEREF99 13 30',
'conversion',
Null,
Null,
'',
Null,
2834,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17323,
'SWEREF99 15 00',
'conversion',
Null,
Null,
'',
Null,
2835,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17324,
'SWEREF99 16 30',
'conversion',
Null,
Null,
'',
Null,
2836,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17325,
'SWEREF99 18 00',
'conversion',
Null,
Null,
'',
Null,
2837,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17326,
'SWEREF99 14 15',
'conversion',
Null,
Null,
'',
Null,
2838,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17327,
'SWEREF99 15 45',
'conversion',
Null,
Null,
'',
Null,
2839,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17328,
'SWEREF99 17 15',
'conversion',
Null,
Null,
'',
Null,
2840,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17329,
'SWEREF99 18 45',
'conversion',
Null,
Null,
'',
Null,
2841,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17330,
'SWEREF99 20 15',
'conversion',
Null,
Null,
'',
Null,
2842,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17331,
'SWEREF99 21 45',
'conversion',
Null,
Null,
'',
Null,
2843,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17332,
'SWEREF99 23 15',
'conversion',
Null,
Null,
'',
Null,
2844,
'Large scale topographic mapping, engineering survey, cadastre..',
0,
9807,
Null,
Null,
'',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17333,
'SWEREF99 TM',
'conversion',
Null,
Null,
'',
Null,
1225,
'Medium and small scale topographic mapping.',
0,
9807,
Null,
Null,
'Projection parameters are identical to UTM zone 33N. Unlike UTM zone 33N, the SWREF99 TM is used throughout all Sweden.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17334,
'Sweden zone 7.5 gon V',
'conversion',
Null,
Null,
'',
Null,
2845,
'Topographic mapping, engineering survey, cadastre.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17335,
'Sweden zone 5 gon V',
'conversion',
Null,
Null,
'',
Null,
2846,
'Topographic mapping, engineering survey, cadastre.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17336,
'Sweden zone 0 gon',
'conversion',
Null,
Null,
'',
Null,
2848,
'Topographic mapping, engineering survey, cadastre.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17337,
'Sweden zone 2.5 gon O',
'conversion',
Null,
Null,
'',
Null,
2849,
'Topographic mapping, engineering survey, cadastre.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17338,
'Sweden zone 5 gon O',
'conversion',
Null,
Null,
'',
Null,
2850,
'Topographic mapping, engineering survey, cadastre.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17339,
'RT90 zone 7.5 gon V emulation',
'conversion',
Null,
Null,
'',
Null,
2845,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17340,
'RT90 zone 5 gon V emulation',
'conversion',
Null,
Null,
'',
Null,
2846,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17341,
'RT90 zone 2.5 gon V emulation',
'conversion',
Null,
Null,
'',
Null,
2847,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17342,
'RT90 zone 0 gon emulation',
'conversion',
Null,
Null,
'',
Null,
2848,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17343,
'RT90 zone 2.5 gon O emulation',
'conversion',
Null,
Null,
'',
Null,
2849,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17344,
'RT90 zone 5 gon O emulation',
'conversion',
Null,
Null,
'',
Null,
2850,
'User-defined CRS in GPS receiver.',
0,
9807,
Null,
Null,
'This projection embeds an approximation to 0.2m accuracy of the Sweref99 and WGS 84 to RT90 transformations (tfm codes 1895 and 1896).',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17348,
'Map Grid of Australia zone 48',
'conversion',
Null,
Null,
'',
Null,
1556,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17349,
'Map Grid of Australia zone 49',
'conversion',
Null,
Null,
'',
Null,
1557,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17350,
'Map Grid of Australia zone 50',
'conversion',
Null,
Null,
'',
Null,
1558,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17351,
'Map Grid of Australia zone 51',
'conversion',
Null,
Null,
'',
Null,
1559,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17352,
'Map Grid of Australia zone 52',
'conversion',
Null,
Null,
'',
Null,
1560,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17353,
'Map Grid of Australia zone 53',
'conversion',
Null,
Null,
'',
Null,
1561,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17354,
'Map Grid of Australia zone 54',
'conversion',
Null,
Null,
'',
Null,
1562,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17355,
'Map Grid of Australia zone 55',
'conversion',
Null,
Null,
'',
Null,
1563,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'Australian Surveying and Land Information Group Internet WWW page.',
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9807,
Null,
Null,
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'Australian Surveying and Land Information Group Internet WWW page.',
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Null,
'',
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1565,
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0,
9807,
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'Australian Surveying and Land Information Group Internet WWW page.',
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INSERT INTO epsg_coordoperation VALUES ( 17358,
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'',
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1566,
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0,
9807,
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Null,
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'SA Lambert',
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Null,
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2986,
'Natural resource mapping of whole State.',
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9802,
Null,
Null,
'',
'South Australia Department for Environment and Heritage, Spatial Information Committee (SICOM); http://www.environment.sa.gov.au/mapland/sicom/sicom/lambert.html',
'OGP',
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Null,
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Null,
2285,
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9802,
Null,
Null,
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'Victoria Land Registry; http://www.land.vic.gov.au',
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0 );
INSERT INTO epsg_coordoperation VALUES ( 17361,
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Null,
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2285,
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0,
9802,
Null,
Null,
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'Victoria Land Registry; http://www.land.vic.gov.au',
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2575,
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Null,
9802,
Null,
Null,
'Created by Australian Geological Survey Organisation prior to incorporation into Auslig. See also ACRESLC (proj code 4460).',
'Geoscience Australia; http://www.ga.gov.au/map/broker/wms_info.php',
'OGP',
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1,
0 );
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Null,
'',
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2990,
'Engineering survey projects: design and construction.',
0,
9807,
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'Brisbane City Council',
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'',
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Null,
'',
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3139,
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9802,
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'',
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'OGP',
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1,
0 );
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'',
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2575,
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9822,
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Null,
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0 );
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Null,
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3147,
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0,
9802,
Null,
Null,
'',
'Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.',
'OGP',
TO_DATE('2005-09-30'),
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1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 17402,
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Null,
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3147,
'Cadastre, engineering survey.',
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9807,
Null,
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'',
'Clifford J.Mugnier in Photogrammetric Engineering and Remote Sensing, June 2005.',
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1,
1 );
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Null,
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'Cadastre, large and medium scale topographic mapping and engineering survey.',
0,
9807,
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0 );
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Null,
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'Cadastre, large and medium scale topographic mapping and engineering survey.',
0,
9807,
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'Cadastre, large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
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0 );
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3153,
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0,
9807,
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Null,
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0 );
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Null,
'',
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3154,
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0,
9807,
Null,
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'',
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0 );
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3155,
'Cadastre, large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
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0 );
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3156,
'Cadastre, large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
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'',
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'',
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0 );
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Null,
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3157,
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0,
9807,
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TO_DATE('2005-09-30'),
'',
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0 );
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'',
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3158,
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0,
9807,
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Null,
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'',
1,
0 );
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3159,
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0,
9807,
Null,
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'',
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0 );
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Null,
'',
Null,
1647,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17433,
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'',
Null,
3510,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
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'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17434,
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Null,
'',
Null,
3511,
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0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17435,
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Null,
'',
Null,
3512,
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0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17436,
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Null,
'',
Null,
3513,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17437,
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Null,
'',
Null,
3514,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
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TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17438,
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Null,
Null,
'',
Null,
3515,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
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Null,
'',
Null,
3516,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
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'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17440,
'Indonesia TM-3 zone 50.2',
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Null,
Null,
'',
Null,
3517,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
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Null,
Null,
'',
Null,
3518,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17442,
'Indonesia TM-3 zone 51.2',
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Null,
Null,
'',
Null,
3519,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
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TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17443,
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Null,
Null,
'',
Null,
3520,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
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TO_DATE('2007-05-10'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17444,
'Indonesia TM-3 zone 52.2',
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Null,
Null,
'',
Null,
3521,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17445,
'Indonesia TM-3 zone 53.1',
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Null,
Null,
'',
Null,
3522,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
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TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17446,
'Indonesia TM-3 zone 53.2',
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Null,
Null,
'',
Null,
3523,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17447,
'Indonesia TM-3 zone 54.1',
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Null,
Null,
'',
Null,
1663,
'Land use and cadastre.',
0,
9807,
Null,
Null,
'',
'National Land Agency (Badan Pertanahan Nasional, BPN)',
'OGP',
TO_DATE('2007-05-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17448,
'Australian Map Grid zone 48',
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Null,
Null,
'',
Null,
1556,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17449,
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Null,
Null,
'',
Null,
1557,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17450,
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Null,
Null,
'',
Null,
1558,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17451,
'Australian Map Grid zone 51',
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Null,
Null,
'',
Null,
1559,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17452,
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Null,
Null,
'',
Null,
1560,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17453,
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Null,
Null,
'',
Null,
1561,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17454,
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Null,
Null,
'',
Null,
1567,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972',
'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17455,
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Null,
Null,
'',
Null,
1568,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17456,
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Null,
Null,
'',
Null,
2291,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
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'The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972',
'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17457,
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Null,
Null,
'',
Null,
1565,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
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'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17458,
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Null,
Null,
'',
Null,
1566,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Grid convergence uses opposite sign convention to UTM',
'The Australian Map Grid Technical Manual; National Mapping Council of Australia; 1972',
'OGP',
TO_DATE('1995-12-02'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17515,
'South African Survey Grid zone 15',
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Null,
Null,
'',
Null,
1454,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'',
'OGP',
TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17517,
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Null,
Null,
'',
Null,
1455,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
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TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17519,
'South African Survey Grid zone 19',
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Null,
Null,
'',
Null,
1456,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
'OGP',
TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17521,
'South African Survey Grid zone 21',
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Null,
Null,
'',
Null,
1457,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
'OGP',
TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17523,
'South African Survey Grid zone 23',
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Null,
Null,
'',
Null,
1458,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
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TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17525,
'South African Survey Grid zone 25',
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Null,
Null,
'',
Null,
1459,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
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TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17527,
'South African Survey Grid zone 27',
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Null,
Null,
'',
Null,
1460,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
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'',
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TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17529,
'South African Survey Grid zone 29',
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Null,
Null,
'',
Null,
1461,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'',
'OGP',
TO_DATE('2007-02-12'),
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1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17531,
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Null,
'',
Null,
1462,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17533,
'South African Survey Grid zone 33',
'conversion',
Null,
Null,
'',
Null,
1463,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17611,
'South West African Survey Grid zone 11',
'conversion',
Null,
Null,
'',
Null,
1838,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17613,
'South West African Survey Grid zone 13',
'conversion',
Null,
Null,
'',
Null,
1839,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17615,
'South West African Survey Grid zone 15',
'conversion',
Null,
Null,
'',
Null,
1840,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17617,
'South West African Survey Grid zone 17',
'conversion',
Null,
Null,
'',
Null,
1841,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17619,
'South West African Survey Grid zone 19',
'conversion',
Null,
Null,
'',
Null,
1842,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17621,
'South West African Survey Grid zone 21',
'conversion',
Null,
Null,
'',
Null,
1843,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17623,
'South West African Survey Grid zone 23',
'conversion',
Null,
Null,
'',
Null,
1844,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17625,
'South West African Survey Grid zone 25',
'conversion',
Null,
Null,
'',
Null,
1845,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9808,
Null,
Null,
'Transformation method sometimes described as "Gauss conform".',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa.',
'OGP',
TO_DATE('2007-02-12'),
'1995.300 1996.290 1997.160 2007.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17700,
'MTM Quebec zone 2',
'conversion',
Null,
Null,
'',
Null,
1420,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17701,
'MTM zone 1',
'conversion',
Null,
Null,
'',
Null,
2226,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17702,
'MTM Newfoundland zone 2',
'conversion',
Null,
Null,
'',
Null,
2227,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17703,
'MTM zone 3',
'conversion',
Null,
Null,
'',
Null,
2290,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17704,
'MTM zone 4',
'conversion',
Null,
Null,
'',
Null,
2276,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17705,
'MTM zone 5',
'conversion',
Null,
Null,
'',
Null,
2277,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17706,
'MTM zone 6',
'conversion',
Null,
Null,
'',
Null,
2278,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources. Also Geodetic Surveys Section; Newfoundland Department of Government Services and Lands.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17707,
'MTM zone 7',
'conversion',
Null,
Null,
'',
Null,
1425,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Topographic Mapping Section; Quebec Ministry of Natural Resources.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17708,
'MTM zone 8',
'conversion',
Null,
Null,
'',
Null,
2279,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17709,
'MTM zone 9',
'conversion',
Null,
Null,
'',
Null,
2280,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17710,
'MTM zone 10',
'conversion',
Null,
Null,
'',
Null,
2281,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17711,
'MTM zone 11',
'conversion',
Null,
Null,
'',
Null,
1432,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17712,
'MTM zone 12',
'conversion',
Null,
Null,
'',
Null,
1433,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17713,
'MTM zone 13',
'conversion',
Null,
Null,
'',
Null,
1434,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17714,
'MTM zone 14',
'conversion',
Null,
Null,
'',
Null,
1435,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17715,
'MTM zone 15',
'conversion',
Null,
Null,
'',
Null,
1436,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17716,
'MTM zone 16',
'conversion',
Null,
Null,
'',
Null,
1437,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17717,
'MTM zone 17',
'conversion',
Null,
Null,
'',
Null,
1438,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Surveys and Mapping Section; Ontario Ministry of Transportation.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17722,
'Alberta 3-degree TM reference meridian 111 W',
'conversion',
Null,
Null,
'',
Null,
3543,
'Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.',
0,
9807,
Null,
Null,
'If used for rural area control markers, area of use is amended to east of 112degW; however use of UTM encouraged in these areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17723,
'Alberta 3-degree TM reference meridian 114 W',
'conversion',
Null,
Null,
'',
Null,
3542,
'Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.',
0,
9807,
Null,
Null,
'If used for rural area control markers, area of use is amended to between 112deg and 116degW; however use of UTM encouraged in these areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17724,
'Alberta 3-degree TM reference meridian 117 W',
'conversion',
Null,
Null,
'',
Null,
3541,
'Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.',
0,
9807,
Null,
Null,
'If used for rural area control markers, area of use is amended to between 116deg and 118deg W; however use of UTM encouraged in these areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-23'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17725,
'Alberta 3-degree TM reference meridian 120 W',
'conversion',
Null,
Null,
'',
Null,
3540,
'Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.',
0,
9807,
Null,
Null,
'If used for rural area control markers, area of use is amended to west of 118 deg W; however use of UTM encouraged in these areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-01-11'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 17726,
'Alberta 3-degree TM reference meridian 120 W',
'conversion',
Null,
Null,
'',
Null,
3540,
'Cadastre, survey control and engineering survey in urban areas. For rural areas use UTM.',
0,
9807,
Null,
Null,
'If used for rural area control markers, area of use is amended to west of 118degW; however use of UTM encouraged in these areas.',
'Alberta SRD Lands Branch, Geodetic Fact Sheet 10. http://www.srd.gov.ab.ca/lands',
'OGP',
TO_DATE('2008-06-09'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17794,
'MTM Nova Scotia zone 4',
'conversion',
Null,
Null,
'',
Null,
1534,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1999-05-24'),
'1999.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17795,
'MTM Nova Scotia zone 5',
'conversion',
Null,
Null,
'',
Null,
1535,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1999-05-24'),
'1999.042',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17801,
'Japan Plane Rectangular CS zone I',
'conversion',
Null,
Null,
'',
Null,
1854,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17802,
'Japan Plane Rectangular CS zone II',
'conversion',
Null,
Null,
'',
Null,
1855,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17803,
'Japan Plane Rectangular CS zone III',
'conversion',
Null,
Null,
'',
Null,
1856,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17804,
'Japan Plane Rectangular CS zone IV',
'conversion',
Null,
Null,
'',
Null,
1857,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17805,
'Japan Plane Rectangular CS zone V',
'conversion',
Null,
Null,
'',
Null,
1858,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17806,
'Japan Plane Rectangular CS zone VI',
'conversion',
Null,
Null,
'',
Null,
1859,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17807,
'Japan Plane Rectangular CS zone VII',
'conversion',
Null,
Null,
'',
Null,
1860,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17808,
'Japan Plane Rectangular CS zone VIII',
'conversion',
Null,
Null,
'',
Null,
1861,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17809,
'Japan Plane Rectangular CS zone IX',
'conversion',
Null,
Null,
'',
Null,
1862,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17810,
'Japan Plane Rectangular CS zone X',
'conversion',
Null,
Null,
'',
Null,
1863,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17811,
'Japan Plane Rectangular CS zone XI',
'conversion',
Null,
Null,
'',
Null,
1864,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17812,
'Japan Plane Rectangular CS zone XII',
'conversion',
Null,
Null,
'',
Null,
1865,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17813,
'Japan Plane Rectangular CS zone XIII',
'conversion',
Null,
Null,
'',
Null,
1866,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'1999.970 2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17814,
'Japan Plane Rectangular CS zone XIV',
'conversion',
Null,
Null,
'',
Null,
1867,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17815,
'Japan Plane Rectangular CS zone XV',
'conversion',
Null,
Null,
'',
Null,
1868,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17816,
'Japan Plane Rectangular CS zone XVI',
'conversion',
Null,
Null,
'',
Null,
1869,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17817,
'Japan Plane Rectangular CS zone XVII',
'conversion',
Null,
Null,
'',
Null,
1870,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17818,
'Japan Plane Rectangular CS zone XVIII',
'conversion',
Null,
Null,
'',
Null,
1871,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17819,
'Japan Plane Rectangular CS zone XIX',
'conversion',
Null,
Null,
'',
Null,
1872,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula.',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/image/heichoku2.gif',
'OGP',
TO_DATE('2002-06-22'),
'2002.080',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17901,
'Mount Eden Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Mount Eden 2000 (code 17931) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17902,
'Bay of Plenty Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Bay of Plenty 2000 (code 17932) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17903,
'Poverty Bay Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Poverty Bay 2000 (code 17933) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17904,
'Hawkes Bay Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Hawkes Bay 2000 (code 17934) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17905,
'Taranaki Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Taranaki 2000 (code 17935) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17906,
'Tuhirangi Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Tuhirangi 2000 (code 17936) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17907,
'Wanganui Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Wanganui 2000 (code 17937) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17908,
'Wairarapa Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Wairarapa 2000 (code 17938) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17909,
'Wellington Circuit',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Wellington 2000 (code 17939) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17910,
'Collingwood Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Collingwood 2000 (code 17940) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17911,
'Nelson Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Nelson 2000 (code 17941) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17912,
'Karamea Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Karamea 2000 (code 17942) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17913,
'Buller Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Buller 2000 (code 17943) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17914,
'Grey Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Grey 2000 (code 17944) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17915,
'Amuri Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Amuri 2000 (code 17945) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17916,
'Marlborough Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Marlborough 2000 (code 17946) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17917,
'Hokitika Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Hokitika 2000 (code 17947) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17918,
'Okarito Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Okarito 2000 (code 17948) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17919,
'Jacksons Bay Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Jacksons Bay 2000 (code 17949) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17920,
'Mount Pleasant Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Mount Pleasant 2000 (code 17950) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17921,
'Gawler Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Gawler 2000 (code 17951) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17922,
'Timaru Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Timaru 2000 (code 17952) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17923,
'Lindis Peak Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Lindis Peak 2000 (code 17953) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17924,
'Mount Nicholas Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Mount Nicholas 2000 (code 17954) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17925,
'Mount York Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Mount York 2000 (code 17955) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17926,
'Observation Point Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Observation Point 2000 (code 17956) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17927,
'North Taieri Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by North Taieri 2000 (code 17957) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17928,
'Bluff Circuit',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaced Imperial measure circuit in 1972. Replaced by Bluff 2000 (code 17958) from March 2000.',
'Land Information New Zealand OSG Technical Report 8; April 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17931,
'Mount Eden 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Mount Eden Circuit (code 17901) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17932,
'Bay of Plenty 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Bay of Plenty Circuit (code 17902) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17933,
'Poverty Bay 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Poverty Bay Circuit (code 17903) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17934,
'Hawkes Bay 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Hawkes Bay Circuit (code 17904) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17935,
'Taranaki 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Taranaki Circuit (code 17905) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17936,
'Tuhirangi 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Tuhirangi Circuit (code 17906) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17937,
'Wanganui 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Wanganui Circuit (code 17907) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17938,
'Wairarapa 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Wairarapa Circuit (code 17908) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17939,
'Wellington 2000',
'conversion',
Null,
Null,
'',
Null,
1500,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Wellington Circuit (code 17909) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17940,
'Collingwood 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Collingwood Circuit (code 17910) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17941,
'Nelson 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Nelson Circuit (code 17911) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17942,
'Karamea 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Karamea Circuit (code 17912) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17943,
'Buller 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Buller Circuit (code 17913) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17944,
'Grey 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Grey Circuit (code 17914) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17945,
'Amuri 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Amuri Circuit (code 17915) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17946,
'Marlborough 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Marlborough Circuit (code 17916) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17947,
'Hokitika 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Hokitika Circuit (code 17917) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17948,
'Okarito 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Okarito Circuit (code 17918) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17949,
'Jacksons Bay 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Jacksons Bay Circuit (code 17919) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17950,
'Mount Pleasant 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Mount Pleasant Circuit (code 17920) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17951,
'Gawler 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Gawler Circuit (code 17921) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17952,
'Timaru 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Timaru Circuit (code 17922) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17953,
'Lindis Peak 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Lindis Peak Circuit (code 17923) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17954,
'Mount Nicholas 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Mount Nicholas Circuit (code 17924) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17955,
'Mount York 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Mount York Circuit (code 17925) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17956,
'Observation Point 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Observation Point Circuit (code 17926) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17957,
'North Taieri 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces North Taieri Circuit (code 17927) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17958,
'Bluff 2000',
'conversion',
Null,
Null,
'',
Null,
1501,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Replaces Bluff Circuit (code 17928) after 1st March 2000.',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17959,
'Chatham Island Circuit 2000',
'conversion',
Null,
Null,
'',
Null,
2889,
'Cadastral surveying.',
0,
9807,
Null,
Null,
'Officially discontinued 6 June 2006. Replaced by Chatham Islands Transverse Mercator 2000 (Code 17965).',
'Land Information New Zealand, OSG Policy Document 996; November 1999.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17960,
'Auckland Islands Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
3554,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17961,
'Campbell Island Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
3555,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17962,
'Antipodes Islands Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
3556,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17963,
'Raoul Island Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
3557,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17964,
'New Zealand Continental Shelf Lambert Conformal 2000',
'conversion',
Null,
Null,
'',
Null,
3593,
'Topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections, version 2; 24 July 2008.',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17965,
'Chatham Islands Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
2889,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Chatham Island Circuit 2000 (code 17959).',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 17966,
'Darwin Glacier Lambert Conformal 2000',
'conversion',
Null,
Null,
'',
Null,
3592,
'Topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'Land Information New Zealand: LINZS25007 Standard for Darwin Glacier Lambert Conformal 2000 Projection; 13 November 2008.',
'OGP',
TO_DATE('2008-11-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18001,
'Austria Gauss-Kruger West Zone',
'conversion',
Null,
Null,
'',
Null,
1706,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18041 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18004 for equivalent projection referenced to the Greenwich meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18002,
'Austria Gauss-Kruger Central Zone',
'conversion',
Null,
Null,
'',
Null,
1707,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18042 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18005 for equivalent projection referenced to the Greenwich meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18003,
'Austria Gauss-Kruger East Zone',
'conversion',
Null,
Null,
'',
Null,
1708,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18043 with truncated northing. Longitude is referenced to the Ferro meridian. See code 18006 for equivalent projection referenced to the Greenwich meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18004,
'Austria Gauss-Kruger West',
'conversion',
Null,
Null,
'',
Null,
1706,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 18001 for equivalent projection referenced to the Ferro meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18005,
'Austria Gauss-Kruger Central',
'conversion',
Null,
Null,
'',
Null,
1707,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 18002 for equivalent projection referenced to the Ferro meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18006,
'Austria Gauss-Kruger East',
'conversion',
Null,
Null,
'',
Null,
1708,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'See code 18003 for equivalent projection referenced to the Ferro meridian.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-02-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18007,
'Austria Gauss-Kruger M28',
'conversion',
Null,
Null,
'',
Null,
1706,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18044 but with truncated northing.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18008,
'Austria Gauss-Kruger M31',
'conversion',
Null,
Null,
'',
Null,
1707,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18045 but with truncated northing.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18009,
'Austria Gauss-Kruger M34',
'conversion',
Null,
Null,
'',
Null,
1708,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Proj code 18046 but with truncated northing.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2007-08-28'),
'2007.085',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18011,
'Nord Algerie (ancienne)',
'conversion',
Null,
Null,
'',
Null,
1728,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Used with Voirol 1875 datum - now replaced.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18012,
'Sud Algerie (ancienne)',
'conversion',
Null,
Null,
'',
Null,
1729,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Used with Voirol 1875 datum - now replaced.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18021,
'Nord Algerie',
'conversion',
Null,
Null,
'',
Null,
1728,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Use with Nord Sahara 1959 datum.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18022,
'Sud Algerie',
'conversion',
Null,
Null,
'',
Null,
1729,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Use with Nord Sahara 1959 datum.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18031,
'Argentina zone 1',
'conversion',
Null,
Null,
'',
Null,
1608,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18032,
'Argentina zone 2',
'conversion',
Null,
Null,
'',
Null,
1609,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18033,
'Argentina zone 3',
'conversion',
Null,
Null,
'',
Null,
1610,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18034,
'Argentina zone 4',
'conversion',
Null,
Null,
'',
Null,
1611,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18035,
'Argentina zone 5',
'conversion',
Null,
Null,
'',
Null,
1612,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18036,
'Argentina zone 6',
'conversion',
Null,
Null,
'',
Null,
1613,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18037,
'Argentina zone 7',
'conversion',
Null,
Null,
'',
Null,
1614,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula',
'',
'OGP',
TO_DATE('2002-06-22'),
'1995.300 2002.360',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18041,
'Austria West Zone',
'conversion',
Null,
Null,
'',
Null,
1706,
'Cadastral survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaced by Austria zone M28 (EPSG code 18047) for large and medium scale topographic mapping and engineering survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'1995.300 1996.290 1997.010 1998.480 2002.570 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18042,
'Austria Central Zone',
'conversion',
Null,
Null,
'',
Null,
1707,
'Cadastral survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaced by Austria zone M31 (EPSG code 18048) for large and medium scale topographic mapping and engineering survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'1995.300 1996.290 1997.010 1998.480 2002.570 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18043,
'Austria East Zone',
'conversion',
Null,
Null,
'',
Null,
1708,
'Cadastral survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaced by Austria zone M34 (EPSG code 18049) for large and medium scale topographic mapping and engineering survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'1995.300 1996.290 1997.010 1998.480 2002.570 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18044,
'Austria M28',
'conversion',
Null,
Null,
'',
Null,
1706,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Greenwich equivalent of Austria zone M28 (EPSG code 18047).',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'2002.570',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18045,
'Austria M31',
'conversion',
Null,
Null,
'',
Null,
1707,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Greenwich equivalent of Austria zone M31 (EPSG code 18048).',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'2002.570',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18046,
'Austria M34',
'conversion',
Null,
Null,
'',
Null,
1708,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Greenwich equivalent of Austria zone M34 (EPSG code 18049).',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'2002.570',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18047,
'Austria zone M28',
'conversion',
Null,
Null,
'',
Null,
1706,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaces Austria West zone (EPSG code 18041) for large and medium scale topographic mapping and engineering survey but not cadastral survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18048,
'Austria zone M31',
'conversion',
Null,
Null,
'',
Null,
1707,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaces Austria Central zone (EPSG code 18042) for large and medium scale topographic mapping and engineering survey but not cadastral survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18049,
'Austria zone M34',
'conversion',
Null,
Null,
'',
Null,
1708,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Ferro meridian. Replaces Austria East zone (EPSG code 18043) Large and medium scale topographic mapping and engineering survey but not cadastral survey.',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18051,
'Colombia West zone',
'conversion',
Null,
Null,
'',
Null,
1598,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as "3 west". Associated with Bogota datum.',
'Instituto Geografico Agustin Codazzi (IGAC).',
'OGP',
TO_DATE('2007-07-02'),
'1995.300 1996.290 1997.110 2005.060 2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18052,
'Colombia Bogota zone',
'conversion',
Null,
Null,
'',
Null,
1599,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Associated with Bogota datum.',
'Instituto Geografico Agustin Codazzi (IGAC).',
'OGP',
TO_DATE('2007-07-02'),
'1995.300 1996.290 1997.110 2005.060 2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18053,
'Colombia East Central zone',
'conversion',
Null,
Null,
'',
Null,
1600,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as "3 east". Associated with Bogota datum.',
'Instituto Geografico Agustin Codazzi (IGAC).',
'OGP',
TO_DATE('2007-07-02'),
'1995.300 1996.290 1997.110 2005.060 2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18054,
'Colombia East zone',
'conversion',
Null,
Null,
'',
Null,
1601,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Zone name sometimes referred to as "6 east". Associated with Bogota datum.',
'Instituto Geografico Agustin Codazzi (IGAC).',
'OGP',
TO_DATE('2007-07-02'),
'1995.300 1996.290 1997.110 2005.060 2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18055,
'Colombia MAGNA Far West zone',
'conversion',
Null,
Null,
'',
Null,
3091,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Zone name sometimes referred to as "6 west". Associated with MAGNA-SIRGAS datum.',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18056,
'Colombia MAGNA West zone',
'conversion',
Null,
Null,
'',
Null,
3090,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Zone name sometimes referred to as "3 west". Associated with MAGNA-SIRGAS datum.',
'MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18057,
'Colombia MAGNA Bogota zone',
'conversion',
Null,
Null,
'',
Null,
1599,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Associated with MAGNA-SIRGAS datum.',
'MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18058,
'Colombia MAGNA East Central zone',
'conversion',
Null,
Null,
'',
Null,
1600,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Zone name sometimes referred to as "3 east". Associated with MAGNA-SIRGAS datum.',
'MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18059,
'Colombia MAGNA East zone',
'conversion',
Null,
Null,
'',
Null,
1601,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Zone name sometimes referred to as "6 east". Associated with MAGNA-SIRGAS datum.',
'MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2007-07-02'),
'2007.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18061,
'Cuba Norte',
'conversion',
Null,
Null,
'',
Null,
1487,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 18062,
'Cuba Sur',
'conversion',
Null,
Null,
'',
Null,
1488,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 18063,
'Cuba Norte',
'conversion',
Null,
Null,
'',
Null,
1487,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'Institut Cubano Di Hidrografia.',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18064,
'Cuba Sur',
'conversion',
Null,
Null,
'',
Null,
1488,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'Institut Cubano Di Hidrografia',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18071,
'Egypt Blue Belt',
'conversion',
Null,
Null,
'',
Null,
1642,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2002-07-16'),
'2002.490',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18072,
'Egypt Red Belt',
'conversion',
Null,
Null,
'',
Null,
1643,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18073,
'Egypt Purple Belt',
'conversion',
Null,
Null,
'',
Null,
1644,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18074,
'Egypt Extended Purple Belt',
'conversion',
Null,
Null,
'',
Null,
1645,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18081,
'Lambert zone I',
'conversion',
Null,
Null,
'',
Null,
1731,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Nord France (code 18091).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18082,
'Lambert zone II',
'conversion',
Null,
Null,
'',
Null,
1734,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Centre France (code 18092).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18083,
'Lambert zone III',
'conversion',
Null,
Null,
'',
Null,
1733,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Sud France (code 18093).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18084,
'Lambert zone IV',
'conversion',
Null,
Null,
'',
Null,
1327,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Introduced 1972. Replaces Lambert Corse (code 18094).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18085,
'Lambert-93',
'conversion',
Null,
Null,
'',
Null,
1326,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'IGN - Paris',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18086,
'France EuroLambert',
'conversion',
Null,
Null,
'',
Null,
1326,
'Medium scale topographic and statistical mapping.',
0,
9801,
Null,
Null,
'This is Lambert zone II (code 18082) parameters converted from grads/Paris to degrees/Greenwich for use with ED50.',
'IGN Paris via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18091,
'Lambert Nord France',
'conversion',
Null,
Null,
'',
Null,
1731,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone I (code 18081).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.030',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18092,
'Lambert Centre France',
'conversion',
Null,
Null,
'',
Null,
1734,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone II (code 18082).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18093,
'Lambert Sud France',
'conversion',
Null,
Null,
'',
Null,
1733,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone III (code 18083).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'1995.260 2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18094,
'Lambert Corse',
'conversion',
Null,
Null,
'',
Null,
1327,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian. Replaced in 1972 by Lambert zone IV (code 18084).',
'IGN Paris.',
'OGP',
TO_DATE('2003-01-16'),
'2001.540 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18101,
'France Conic Conformal zone 1',
'conversion',
Null,
Null,
'',
Null,
3545,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zone.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18102,
'France Conic Conformal zone 2',
'conversion',
Null,
Null,
'',
Null,
3546,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18103,
'France Conic Conformal zone 3',
'conversion',
Null,
Null,
'',
Null,
3547,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18104,
'France Conic Conformal zone 4',
'conversion',
Null,
Null,
'',
Null,
3548,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18105,
'France Conic Conformal zone 5',
'conversion',
Null,
Null,
'',
Null,
3549,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18106,
'France Conic Conformal zone 6',
'conversion',
Null,
Null,
'',
Null,
3550,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18107,
'France Conic Conformal zone 7',
'conversion',
Null,
Null,
'',
Null,
3551,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18108,
'France Conic Conformal zone 8',
'conversion',
Null,
Null,
'',
Null,
3552,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zones.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18109,
'France Conic Conformal zone 9',
'conversion',
Null,
Null,
'',
Null,
3553,
'Large scale topographic mapping and engineering survey where near-true scale is required.',
0,
9802,
Null,
Null,
'Compliments Lambert-93. Scale factor ranges between -9 and +7 cm/km. Area of use overlaps adjacent zone.',
'IGN Paris.',
'OGP',
TO_DATE('2008-04-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18110,
'India zone 0',
'conversion',
Null,
Null,
'',
Null,
1668,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.010 1996.020 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18111,
'India zone I',
'conversion',
Null,
Null,
'',
Null,
1669,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.020 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18112,
'India zone IIa',
'conversion',
Null,
Null,
'',
Null,
1670,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-10-20'),
'1995.280 1996.020 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18113,
'India zone IIb',
'conversion',
Null,
Null,
'',
Null,
1671,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('2000-03-07'),
'1995.280 1996.020 1997.231 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18114,
'India zone IIIa',
'conversion',
Null,
Null,
'',
Null,
1672,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('2000-03-07'),
'1995.280 1996.020 1997.231 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18115,
'India zone IIIb',
'conversion',
Null,
Null,
'',
Null,
2292,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-10-20'),
'1995.280 1996.020 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18116,
'India zone IVa',
'conversion',
Null,
Null,
'',
Null,
1673,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('2000-03-07'),
'1995.280 1996.020 1997.231 2000.094',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18117,
'India zone IVb',
'conversion',
Null,
Null,
'',
Null,
2293,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-10-20'),
'1995.280 1996.020 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18121,
'Italy zone 1',
'conversion',
Null,
Null,
'',
Null,
1718,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Boaga formula',
'',
'OGP',
TO_DATE('1995-12-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18122,
'Italy zone 2',
'conversion',
Null,
Null,
'',
Null,
1719,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Boaga formula',
'',
'OGP',
TO_DATE('1995-12-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18131,
'Nord Maroc',
'conversion',
Null,
Null,
'',
Null,
1703,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.',
'IGN Paris.',
'OGP',
TO_DATE('2002-09-19'),
'1999.203 2002.640',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18132,
'Sud Maroc',
'conversion',
Null,
Null,
'',
Null,
2787,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'A projection with the same parameter values used the Lambert Conic Near-Conformal method (EPSG code 9817) prior to 1953.',
'IGN Paris.',
'OGP',
TO_DATE('2002-09-19'),
'1999.203 2002.640',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18133,
'Sahara',
'conversion',
Null,
Null,
'',
Null,
1705,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Created in 1977 to cover Sahara Marocain (ex Spanish Sahara)',
'IGN Paris.',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 18134,
'Sahara Nord',
'conversion',
Null,
Null,
'',
Null,
2788,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Created in 1977.',
'IGN Paris.',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18135,
'Sahara Sud',
'conversion',
Null,
Null,
'',
Null,
2789,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18141,
'New Zealand North Island National Grid',
'conversion',
Null,
Null,
'',
Null,
1500,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.',
'',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18142,
'New Zealand South Island National Grid',
'conversion',
Null,
Null,
'',
Null,
3344,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by New Zealand Map Grid (code 19917). Used for topographic mapping.',
'',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18151,
'Nigeria West Belt',
'conversion',
Null,
Null,
'',
Null,
1715,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18152,
'Nigeria Mid Belt',
'conversion',
Null,
Null,
'',
Null,
1714,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18153,
'Nigeria East Belt',
'conversion',
Null,
Null,
'',
Null,
1713,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18161,
'Peru west zone',
'conversion',
Null,
Null,
'',
Null,
1753,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18162,
'Peru central zone',
'conversion',
Null,
Null,
'',
Null,
1752,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18163,
'Peru east zone',
'conversion',
Null,
Null,
'',
Null,
1751,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18171,
'Philippines zone I',
'conversion',
Null,
Null,
'',
Null,
1698,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18172,
'Philippines zone II',
'conversion',
Null,
Null,
'',
Null,
1699,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18173,
'Philippines zone III',
'conversion',
Null,
Null,
'',
Null,
1700,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18174,
'Philippines zone IV',
'conversion',
Null,
Null,
'',
Null,
1701,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18175,
'Philippines zone V',
'conversion',
Null,
Null,
'',
Null,
1702,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-03-07'),
'1995.300 2000.093',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18180,
'Finland zone 0',
'conversion',
Null,
Null,
'',
Null,
3092,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18181,
'Nord Tunisie',
'conversion',
Null,
Null,
'',
Null,
1619,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18182,
'Sud Tunisie',
'conversion',
Null,
Null,
'',
Null,
1620,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18183,
'Finland ETRS-GK19',
'conversion',
Null,
Null,
'',
Null,
3092,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18184,
'Finland ETRS-GK20',
'conversion',
Null,
Null,
'',
Null,
3093,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18185,
'Finland ETRS-GK21',
'conversion',
Null,
Null,
'',
Null,
3094,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18186,
'Finland ETRS-GK22',
'conversion',
Null,
Null,
'',
Null,
3095,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18187,
'Finland ETRS-GK23',
'conversion',
Null,
Null,
'',
Null,
3096,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18188,
'Finland ETRS-GK24',
'conversion',
Null,
Null,
'',
Null,
3097,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18189,
'Finland ETRS-GK25',
'conversion',
Null,
Null,
'',
Null,
3098,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18190,
'Finland ETRS-GK26',
'conversion',
Null,
Null,
'',
Null,
3099,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18191,
'Finland zone 1',
'conversion',
Null,
Null,
'',
Null,
1536,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'www.nls.fi/maa/papers/kkj.html',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18192,
'Finland zone 2',
'conversion',
Null,
Null,
'',
Null,
1537,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'www.nls.fi/maa/papers/kkj.html',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18193,
'Finland Uniform Coordinate System',
'conversion',
Null,
Null,
'',
Null,
1095,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Used by Uniform Coordinate System over all country and also by zone 3 of Basic Coordinate System at larger scales.',
'www.nls.fi/maa/papers/kkj.html',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18194,
'Finland zone 4',
'conversion',
Null,
Null,
'',
Null,
1539,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'www.nls.fi/maa/papers/kkj.html',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18195,
'Finland ETRS-GK27',
'conversion',
Null,
Null,
'',
Null,
3100,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18196,
'Finland ETRS-GK28',
'conversion',
Null,
Null,
'',
Null,
3101,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18197,
'Finland ETRS-GK29',
'conversion',
Null,
Null,
'',
Null,
3102,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18198,
'Finland ETRS-GK30',
'conversion',
Null,
Null,
'',
Null,
3103,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18199,
'Finland ETRS-GK31',
'conversion',
Null,
Null,
'',
Null,
3104,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland.',
'OGP',
TO_DATE('2005-04-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18201,
'Palestine Grid',
'conversion',
Null,
Null,
'',
Null,
1356,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Also encountered as a Transverse Mercator projection with scale factor of 1. The difference in conversion caused by the change of formula does not exceed 2m within Israel. Within the State of Israel replaced by the Israeli CS Grid (EPSG code 18203).',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18202,
'Palestine Belt',
'conversion',
Null,
Null,
'',
Null,
1356,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Originally constructed as the Palestine Grid - EPSG code 18201. Adopted by the US Army Map Service as "Palestine Belt" with change of projection method and false northing (FN). Sometimes seen with unchanged FN of 126867.909.',
'',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18203,
'Israeli CS',
'conversion',
Null,
Null,
'',
Null,
2603,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'',
'Survey of Israel',
'OGP',
TO_DATE('2005-09-29'),
'2002.340 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18204,
'Israeli TM',
'conversion',
Null,
Null,
'',
Null,
2603,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Designed to approximate Israeli CRS grid in north-central Israel.',
'Survey of Israel',
'OGP',
TO_DATE('2005-09-29'),
'2002.340 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18205,
'Finland zone 5',
'conversion',
Null,
Null,
'',
Null,
3385,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-30'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18211,
'Guatemala Norte',
'conversion',
Null,
Null,
'',
Null,
2120,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1999-08-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18212,
'Guatemala Sur',
'conversion',
Null,
Null,
'',
Null,
2121,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2000-01-06'),
'1999.950',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18221,
'NGO zone I',
'conversion',
Null,
Null,
'',
Null,
1741,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18222,
'NGO zone II',
'conversion',
Null,
Null,
'',
Null,
1742,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18223,
'NGO zone III',
'conversion',
Null,
Null,
'',
Null,
1743,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18224,
'NGO zone IV',
'conversion',
Null,
Null,
'',
Null,
1744,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18225,
'NGO zone V',
'conversion',
Null,
Null,
'',
Null,
1745,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18226,
'NGO zone VI',
'conversion',
Null,
Null,
'',
Null,
1746,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18227,
'NGO zone VII',
'conversion',
Null,
Null,
'',
Null,
1747,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18228,
'NGO zone VIII',
'conversion',
Null,
Null,
'',
Null,
1748,
'Large and medium scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Longitude is referenced to the Oslo meridian.',
'J. Danielsen; "Transformasjoner ved Norges Geografiske Oppmaling"; Kart Og Plan nr 1; 1982.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18231,
'India zone I (1975 metres)',
'conversion',
Null,
Null,
'',
Null,
1676,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18232,
'India zone IIa (1975 metres)',
'conversion',
Null,
Null,
'',
Null,
1677,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18233,
'India zone IIIa (1975 metres)',
'conversion',
Null,
Null,
'',
Null,
1672,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18234,
'India zone IVa (1975 metres)',
'conversion',
Null,
Null,
'',
Null,
1673,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18235,
'India zone IIb (1975 metres)',
'conversion',
Null,
Null,
'',
Null,
1678,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18236,
'India zone I (1962 metres)',
'conversion',
Null,
Null,
'',
Null,
1685,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18237,
'India zone IIa (1962 metres)',
'conversion',
Null,
Null,
'',
Null,
1686,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18238,
'India zone IIb (1937 metres)',
'conversion',
Null,
Null,
'',
Null,
1041,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'BEWARE ! Different yard to metre conversion values have been used in different parts of south Asia. Some areas have changed conversion value with time.',
'',
'OGP',
TO_DATE('2000-04-23'),
'2000.390',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18240,
'Libya zone 5',
'conversion',
Null,
Null,
'',
Null,
1470,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 5 (code 18310).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18241,
'Libya zone 6',
'conversion',
Null,
Null,
'',
Null,
1471,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 6 (code 18311).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18242,
'Libya zone 7',
'conversion',
Null,
Null,
'',
Null,
1472,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 7 (code 18312).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18243,
'Libya zone 8',
'conversion',
Null,
Null,
'',
Null,
1473,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 8 (code 18313).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18244,
'Libya zone 9',
'conversion',
Null,
Null,
'',
Null,
1474,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 9 (code 18314).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18245,
'Libya zone 10',
'conversion',
Null,
Null,
'',
Null,
1475,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 10 (code 18315).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18246,
'Libya zone 11',
'conversion',
Null,
Null,
'',
Null,
1476,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 11 (code 18316).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18247,
'Libya zone 12',
'conversion',
Null,
Null,
'',
Null,
1477,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 12 (code 18317).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18248,
'Libya zone 13',
'conversion',
Null,
Null,
'',
Null,
1478,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Libya TM zone 13 (code 18318).',
'Brown and Root',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18251,
'Korea East Belt',
'conversion',
Null,
Null,
'',
Null,
1496,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18252,
'Korea Central Belt',
'conversion',
Null,
Null,
'',
Null,
1497,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18253,
'Korea West Belt',
'conversion',
Null,
Null,
'',
Null,
1498,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Clifford J. Mugnier; Photogrammertric Engineering and Remote Sensing',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18260,
'Maracaibo Grid (M1)',
'conversion',
Null,
Null,
'',
Null,
1319,
'Oil exploration.',
0,
9801,
Null,
Null,
'Grid coordinates are (0 0) at Maracaibo Cathedral.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18261,
'Maracaibo Grid',
'conversion',
Null,
Null,
'',
Null,
1319,
'Oil exploration.',
0,
9801,
Null,
Null,
'Grid coordinates are (200000 200000) at Maracaibo Cathedral.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18262,
'Maracaibo Grid (M3)',
'conversion',
Null,
Null,
'',
Null,
1319,
'Oil exploration.',
0,
9801,
Null,
Null,
'Grid coordinates are (500000 500000) at Maracaibo Cathedral.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18263,
'Maracaibo La Rosa Grid',
'conversion',
Null,
Null,
'',
Null,
1319,
'Oil exploration.',
0,
9801,
Null,
Null,
'Grid coordinates are (-17044E 29545N) at Maracaibo Cathedral.',
'Various oil company sources.',
'OGP',
TO_DATE('2000-06-23'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18275,
'Balkans zone 5',
'conversion',
Null,
Null,
'',
Null,
1709,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18276,
'Balkans zone 6',
'conversion',
Null,
Null,
'',
Null,
1710,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18277,
'Balkans zone 7',
'conversion',
Null,
Null,
'',
Null,
1711,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18278,
'Balkans zone 8',
'conversion',
Null,
Null,
'',
Null,
1712,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18280,
'Poland zone I',
'conversion',
Null,
Null,
'',
Null,
1515,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9809,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-10-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18281,
'Poland zone I',
'conversion',
Null,
Null,
'',
Null,
1515,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9809,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 18282,
'Poland zone II',
'conversion',
Null,
Null,
'',
Null,
1516,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9809,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18283,
'Poland zone III',
'conversion',
Null,
Null,
'',
Null,
1517,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9809,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18284,
'Poland zone IV',
'conversion',
Null,
Null,
'',
Null,
1518,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9809,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18285,
'Poland zone V',
'conversion',
Null,
Null,
'',
Null,
1519,
'Civilian topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18286,
'GUGiK-80',
'conversion',
Null,
Null,
'',
Null,
1192,
'Small scale (1/100,000) topographic mapping of whole country.',
0,
9809,
Null,
Null,
'',
'Geodeta issue 64, September 2000, http://www.atomnet.pl/~geodata',
'OGP',
TO_DATE('2005-11-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18300,
'Poland CS92',
'conversion',
Null,
Null,
'',
Null,
1192,
'Mapping at scales of 1:10,000 and smaller',
0,
9807,
Null,
Null,
'See Poland CS2000 zones (codes 18305-08) for cadastral survey and mapping at larger scales.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18305,
'Poland CS2000 zone 5',
'conversion',
Null,
Null,
'',
Null,
1520,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18306,
'Poland CS2000 zone 6',
'conversion',
Null,
Null,
'',
Null,
1521,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18307,
'Poland CS2000 zone 7',
'conversion',
Null,
Null,
'',
Null,
1522,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18308,
'Poland CS2000 zone 8',
'conversion',
Null,
Null,
'',
Null,
1523,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See Poland CS92 (code 18300) for mapping at 1:10,000 and smaller scales.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18310,
'Libya TM zone 5',
'conversion',
Null,
Null,
'',
Null,
1470,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 5 (code 18240).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18311,
'Libya TM zone 6',
'conversion',
Null,
Null,
'',
Null,
1471,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 6 (code 18241).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18312,
'Libya TM zone 7',
'conversion',
Null,
Null,
'',
Null,
1472,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 7 (code 18242).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18313,
'Libya TM zone 8',
'conversion',
Null,
Null,
'',
Null,
1473,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 8 (code 18243).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18314,
'Libya TM zone 9',
'conversion',
Null,
Null,
'',
Null,
1474,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 9 (code 18244).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18315,
'Libya TM zone 10',
'conversion',
Null,
Null,
'',
Null,
1475,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 10 (code 18245).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18316,
'Libya TM zone 11',
'conversion',
Null,
Null,
'',
Null,
1476,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 11 (code 18246).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18317,
'Libya TM zone 12',
'conversion',
Null,
Null,
'',
Null,
1477,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 12 (code 18247).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18318,
'Libya TM zone 13',
'conversion',
Null,
Null,
'',
Null,
1478,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Libya zone 13 (code 18248).',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18319,
'Libya TM',
'conversion',
Null,
Null,
'',
Null,
1143,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'',
'Survey Department of Libya',
'OGP',
TO_DATE('2006-08-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18401,
'Kp2000 Jylland og Fyn',
'conversion',
Null,
Null,
'',
Null,
2531,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.',
'Kort og Matrikelstyrelsen',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18402,
'Kp2000 Sjaelland',
'conversion',
Null,
Null,
'',
Null,
2532,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See UTM zone 32N (code 16032) for mapping at 1:10,000 and smaller scales.',
'Kort og Matrikelstyrelsen',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18403,
'Kp2000 Bornholm',
'conversion',
Null,
Null,
'',
Null,
2533,
'Topographic mapping at scales of 1:5,000 and larger, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'See UTM zone 33N (code 16033) for mapping at 1:10,000 and smaller scales.',
'Kort og Matrikelstyrelsen',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18411,
'French West Africa Senegal zone',
'conversion',
Null,
Null,
'',
Null,
2548,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18412,
'French West Africa Ivory Coast zone',
'conversion',
Null,
Null,
'',
Null,
2549,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18413,
'French West Africa Dahomey zone',
'conversion',
Null,
Null,
'',
Null,
2550,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18414,
'French West Africa Niger zone',
'conversion',
Null,
Null,
'',
Null,
2551,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18415,
'French Equatorial Africa west zone',
'conversion',
Null,
Null,
'',
Null,
2552,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18416,
'French Equatorial Africa central zone',
'conversion',
Null,
Null,
'',
Null,
2553,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18417,
'French Equatorial Africa east zone',
'conversion',
Null,
Null,
'',
Null,
2554,
'Small scale topographic mapping.',
0,
9807,
Null,
Null,
'Replaced in 1950 by UTM.',
'TotatFinaElf',
'OGP',
TO_DATE('2002-01-18'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18421,
'Greenland zone 1 east',
'conversion',
Null,
Null,
'',
Null,
2556,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18422,
'Greenland zone 2 east',
'conversion',
Null,
Null,
'',
Null,
2557,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18423,
'Greenland zone 3 east',
'conversion',
Null,
Null,
'',
Null,
2558,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18424,
'Greenland zone 4 east',
'conversion',
Null,
Null,
'',
Null,
2559,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18425,
'Greenland zone 5 east',
'conversion',
Null,
Null,
'',
Null,
2560,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18426,
'Greenland zone 6 east',
'conversion',
Null,
Null,
'',
Null,
2561,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18427,
'Greenland zone 7 east',
'conversion',
Null,
Null,
'',
Null,
2562,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18428,
'Greenland zone 8 east',
'conversion',
Null,
Null,
'',
Null,
2569,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18432,
'Greenland zone 2 west',
'conversion',
Null,
Null,
'',
Null,
2563,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18433,
'Greenland zone 3 west',
'conversion',
Null,
Null,
'',
Null,
2564,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18434,
'Greenland zone 4 west',
'conversion',
Null,
Null,
'',
Null,
2565,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18435,
'Greenland zone 5 west',
'conversion',
Null,
Null,
'',
Null,
2566,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18436,
'Greenland zone 6 west',
'conversion',
Null,
Null,
'',
Null,
2567,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18437,
'Greenland zone 7 west',
'conversion',
Null,
Null,
'',
Null,
2568,
'Topographic mapping',
0,
9826,
Null,
Null,
'',
'Kort og Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18441,
'CS63 zone A1',
'conversion',
Null,
Null,
'',
Null,
2772,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-02-05'),
'2003.050',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18442,
'CS63 zone A2',
'conversion',
Null,
Null,
'',
Null,
2773,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2003-02-05'),
'2003.050',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18443,
'CS63 zone A3',
'conversion',
Null,
Null,
'',
Null,
2774,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18444,
'CS63 zone A4',
'conversion',
Null,
Null,
'',
Null,
2775,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18446,
'CS63 zone K2',
'conversion',
Null,
Null,
'',
Null,
2776,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18447,
'CS63 zone K3',
'conversion',
Null,
Null,
'',
Null,
2777,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18448,
'CS63 zone K4',
'conversion',
Null,
Null,
'',
Null,
2778,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'KazGeodezia',
'OGP',
TO_DATE('2002-06-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18450,
'CS63 zone C0',
'conversion',
Null,
Null,
'',
Null,
3173,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18451,
'CS63 zone C1',
'conversion',
Null,
Null,
'',
Null,
3174,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 18452,
'CS63 zone C2',
'conversion',
Null,
Null,
'',
Null,
3175,
'Large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Informacines Technologijos Group',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19839,
'Dubai Local Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
3531,
'Cadastre, large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Dubai Roads \& Transport Authority.',
'OGP',
TO_DATE('2008-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19840,
'IBCAO Polar Stereographic',
'conversion',
Null,
Null,
'',
Null,
1996,
'Used as the base for constructing Digital Terrain Models of Arctic Bathymetry.',
0,
9829,
Null,
Null,
'Used for the International Bathymetric Chart of Arctic Ocean.',
'IBCAO Technical Reference and User Guide; http://www.ngdc.noaa.gov/mgg/bathymetry/arctic',
'OGP',
TO_DATE('2008-10-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19841,
'Swiss Oblique Mercator 1903C (Greenwich)',
'conversion',
Null,
Null,
'',
Null,
1144,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'Greenwich-based equivalent of LV03C, proj code 19923.',
'Swiss Federal Office of Topography.',
'OGP',
TO_DATE('2008-09-24'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19842,
'Arctic Polar Stereographic',
'conversion',
Null,
Null,
'',
Null,
1996,
'Used to serve the bathymetry of the Arctic Region as image tiles in a Web Mapping Service.',
0,
9829,
Null,
Null,
'Mirror of Antarctic Polar Stereographic (proj code 19992).',
'Lamont-Doherty Earth Observatory of Columbia University.',
'OGP',
TO_DATE('2008-09-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19843,
'Mercator 41',
'conversion',
Null,
Null,
'',
Null,
3508,
'Medium and small scale mapping.',
0,
9805,
Null,
Null,
'',
'New Zealand National Institute for Water and Atmospheric Research',
'OGP',
TO_DATE('2007-03-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19844,
'Ministry of Transport of Quebec Lambert',
'conversion',
Null,
Null,
'',
Null,
1368,
'Province-wide data management and mapping of road infrastructures.',
0,
9802,
Null,
Null,
'',
'Ministere des Transports du Quebec, http://www.mtq.gouv.qc.ca',
'OGP',
TO_DATE('2008-04-25'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19845,
'Slovene National Grid',
'conversion',
Null,
Null,
'',
Null,
1212,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced Slovenia Grid soon after Slovenian independence.',
'Geodetska uprava Republike Slovenije, http://www.gu.gov.si',
'OGP',
TO_DATE('2008-04-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19846,
'World Equidistant Cylindrical',
'conversion',
Null,
Null,
'',
Null,
1262,
'Graticule coordinates in rectangular Cartesian form.',
0,
9842,
Null,
Null,
'Origin at intersection of equator and prime meridian. See projection code 19968 for spherical development.',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2009.023',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19847,
'Popular Visualisation Mercator',
'conversion',
Null,
Null,
'',
Null,
1262,
'Web mapping and visualisation.',
0,
9841,
Null,
Null,
'Uses spherical development. Compared to ellipsoidal development errors of up to 800 metres may arise.',
'Microsoft',
'OGP',
TO_DATE('2008-03-14'),
'2008.114',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19848,
'Pitcairn TM 2006',
'conversion',
Null,
Null,
'',
Null,
3208,
'Cadastre, large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Pitcairn Island Government',
'OGP',
TO_DATE('2008-01-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19849,
'Bermuda 2000 National Grid',
'conversion',
Null,
Null,
'',
Null,
1047,
'Cadastre, large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Department of Lands Buildings and Surveys',
'OGP',
TO_DATE('2007-12-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19850,
'EPSG vertical perspective example',
'conversion',
Null,
Null,
'',
Null,
1263,
'Ficticious - example only !',
0,
9838,
Null,
Null,
'Example only.',
'EPSG Guidance Note #7-2.',
'OGP',
TO_DATE('2007-11-01'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19851,
'Croatia Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1076,
'Cadastre, large scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Croatia LCC (code 19852) used for medium and small scale mapping..',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19852,
'Croatia Lambert Conformal Conic',
'conversion',
Null,
Null,
'',
Null,
1076,
'Medium and small scale mapping.',
0,
9802,
Null,
Null,
'Croatia TM (code 19851) used for cadastre, large scale topographic mapping and engineering survey.',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19853,
'Portugual TM06',
'conversion',
Null,
Null,
'',
Null,
1294,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Applied to ETRS89.',
'Instituto Geografico Portugues (IGP).',
'OGP',
TO_DATE('2007-08-15'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19854,
'South Georgia Lambert',
'conversion',
Null,
Null,
'',
Null,
3529,
'GIS',
0,
9802,
Null,
Null,
'',
'British Antarctic Survey.',
'OGP',
TO_DATE('2007-07-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19855,
'Mercator 41',
'conversion',
Null,
Null,
'',
Null,
3508,
'Medium and small scale mapping.',
0,
9804,
Null,
Null,
'',
'New Zealand National Institute for Water and Atmospheric Research',
'OGP',
TO_DATE('2007-03-22'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19856,
'TM Reunion',
'conversion',
Null,
Null,
'',
Null,
1196,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Gauss Laborde Reunion.',
'IGN Paris.',
'OGP',
TO_DATE('2007-03-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19857,
'Northwest Territories Lambert',
'conversion',
Null,
Null,
'',
Null,
3481,
'Territory-wide mapping and spatial data warehouseing.',
0,
9802,
Null,
Null,
'',
'NWT Centre for Geomatics, http://maps.gnwtgeomatics.nt.ca',
'OGP',
TO_DATE('2007-02-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19858,
'Yukon Albers',
'conversion',
Null,
Null,
'',
Null,
2417,
'Territory-wide mapping and spatial data warehouse.',
0,
9822,
Null,
Null,
'',
'Geomatics Yukon, http://geomaticsyukon.ca',
'OGP',
TO_DATE('2007-02-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19859,
'Fiji Map Grid',
'conversion',
Null,
Null,
'',
Null,
1094,
'Topographic mapping, engineering and cadastral survey.',
0,
9807,
Null,
Null,
'Replaces Viti Levu Grid and Vanua Levu Grid (codes 19878-79).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2007-02-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19860,
'Jamaica Metric Grid 2001',
'conversion',
Null,
Null,
'',
Null,
3342,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Replaces Jamaica National Grid (proj code 19910).',
'National Land Agency',
'OGP',
TO_DATE('2007-01-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19861,
'Laborde Grid',
'conversion',
Null,
Null,
'',
Null,
1149,
'Large and medium scale topographic mapping and engineering survey.',
0,
9813,
Null,
Null,
'Longitude is referenced to the Paris meridian. Within a few hundred km of origin, may be approximated by Oblique Mercator method - see proj code 19911.',
'IGN Technical Note 74.',
'OGP',
TO_DATE('2007-01-11'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19862,
'Belgian Lambert 2005',
'conversion',
Null,
Null,
'',
Null,
1347,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'Introduced in 2005.',
'IGN Brussels www.ngi.be',
'OGP',
TO_DATE('2008-08-05'),
'2008.060',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19863,
'South China Sea Lambert',
'conversion',
Null,
Null,
'',
Null,
3470,
'Oil exploration.',
0,
9802,
Null,
Null,
'Originally defined with FN=500000 at true origin. This is at 21deg 00'' 37.0619"N. But operators assumed that it was at 21degN exactly. Thus by common practice Nf=500000 at 21degN exactly. The potential ambiguity is 1138m.',
'Mobil Exploration.',
'OGP',
TO_DATE('2006-12-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19864,
'Singapore Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1210,
'Cadastre.',
0,
9807,
Null,
Null,
'',
'Singapore Land Authority.',
'OGP',
TO_DATE('2006-10-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19865,
'US NSIDC Sea Ice polar stereographic north',
'conversion',
Null,
Null,
'',
Null,
1996,
'Delivery of DMSP SSM/I microwave imagery products.',
0,
9829,
Null,
Null,
'Used in polar research.',
'US National Snow and Ice Data Center',
'OGP',
TO_DATE('2006-12-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19866,
'US NSIDC Sea Ice polar stereographic south',
'conversion',
Null,
Null,
'',
Null,
1997,
'Delivery of DMSP SSM/I microwave imagery products.',
0,
9829,
Null,
Null,
'Used in polar research.',
'US National Snow and Ice Data Center',
'OGP',
TO_DATE('2006-12-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19867,
'US NSIDC Equal Area north projection',
'conversion',
Null,
Null,
'',
Null,
1996,
'Gridding including EASE-Grid and small scale digital mapping for environmental sciences in north polar region.',
0,
9821,
Null,
Null,
'See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2006-09-22'),
'2009.007',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19868,
'US NSIDC Equal Area south projection',
'conversion',
Null,
Null,
'',
Null,
1997,
'Gridding including EASE-Grid and small scale digital mapping for environmental sciences in south polar region.',
0,
9821,
Null,
Null,
'See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2006-09-22'),
'2009.007',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19869,
'US NSIDC Equal Area global projection',
'conversion',
Null,
Null,
'',
Null,
3463,
'Gridding including EASE-Grid and small scale digital mapping for environmental sciences in low- and mid latitudes.',
0,
9834,
Null,
Null,
'See information source for equations to define Equal-Area Scalable Earth Grid (EASE-Grid) overlay.',
'Brodzik, M. J., \& Knowles, K. (2002). EASE-Grid: a versatile set of equal-area projections and grids. http://www.ncgia.ucsb.edu/globalgrids-book/ease_grid',
'OGP',
TO_DATE('2006-12-14'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19870,
'Faroe Lambert',
'conversion',
Null,
Null,
'',
Null,
3248,
'Cadastral survey, topographic mapping.',
0,
9826,
Null,
Null,
'',
'KMS',
'OGP',
TO_DATE('2006-08-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19871,
'Rectified Skew Orthomorphic Malaya Grid (chains)',
'conversion',
Null,
Null,
'',
Null,
1690,
'Large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=23505.515 chSe(T), Nc=21992.646 chSe(T).',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19872,
'Rectified Skew Orthomorphic Malaya Grid (metres)',
'conversion',
Null,
Null,
'',
Null,
1690,
'Large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'Uses metric conversion factor of 0.914398 metres per yard exactly. If using Oblique Mercator method (code 9815), Ec=472854.710m, Nc=442420.693m.',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19873,
'Noumea Lambert',
'conversion',
Null,
Null,
'',
Null,
2823,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9802,
Null,
Null,
'Applications unable to define parameter values in decimal seconds should use the Noumea Lambert 2 projection which gives the same conversion results.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19874,
'Noumea Lambert 2',
'conversion',
Null,
Null,
'',
Null,
2823,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9802,
Null,
Null,
'Variant of Noumea Lambert (proj code 19873) defined for applications unable to define parameter values in decimal seconds. Gives same conversion results.',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.ditttt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19875,
'Ontario MNR Lambert',
'conversion',
Null,
Null,
'',
Null,
1367,
'Province-wide mapping.',
0,
9802,
Null,
Null,
'One of a number of similar projections used by Ontario MNR.',
'Ontario Ministry of Natural Resources via Conservation Ontario.',
'OGP',
TO_DATE('2008-03-14'),
'2007.075',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19876,
'ST74',
'conversion',
Null,
Null,
'',
Null,
3408,
'Large scale topographic mapping, cadastral and engineering survey.',
Null,
9807,
Null,
Null,
'Replaced by County ST74 (proj code 3853).',
'Lantmateriat, www.lantmateriat.se, SWEPOS pages.',
'OGP',
TO_DATE('2009-02-10'),
'2008.111',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19877,
'Faroe Lambert fk89',
'conversion',
Null,
Null,
'',
Null,
3248,
'Cadastral survey.',
0,
9826,
Null,
Null,
'',
'KMS',
'OGP',
TO_DATE('2006-08-04'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19878,
'Vanua Levu Grid',
'conversion',
Null,
Null,
'',
Null,
3401,
'Topographic mapping, engineering and cadastral survey.',
0,
9833,
Null,
Null,
'Original definition is in chains (1 chain = 100 links).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19879,
'Viti Levu Grid',
'conversion',
Null,
Null,
'',
Null,
3195,
'Topographic mapping, engineering and cadastral survey.',
0,
9806,
Null,
Null,
'Original definition is in chains (1 chain = 100 links).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19880,
'Fiji Map Grid',
'conversion',
Null,
Null,
'',
Null,
1094,
'Topographic mapping, engineering and cadastral survey.',
0,
9807,
Null,
Null,
'Supersedes Viti Levu Grid and Vanua Levu Grid (codes 19878-79).',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-19'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19881,
'Alberta 10-degree TM (Forest)',
'conversion',
Null,
Null,
'',
Null,
2376,
'Province-wide mapping.',
0,
9807,
Null,
Null,
'',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19882,
'Alberta 10-degree TM (Resource)',
'conversion',
Null,
Null,
'',
Null,
2376,
'Small scale province-wide mapping.',
0,
9807,
Null,
Null,
'Has negative easting coordinates in western Alberta. For an alternative with positive coordinates see Alberta 10-degree TM (Forest) (code 19881).',
'Government of Alberta, Department of Alberta Agriculture Food and Rural Development.',
'OGP',
TO_DATE('2006-06-17'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19883,
'World Mercator',
'conversion',
Null,
Null,
'',
Null,
3391,
'Very small scale mapping.',
0,
9804,
Null,
Null,
'',
'OGP',
'OGP',
TO_DATE('2006-06-02'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19884,
'Caspian Sea Mercator',
'conversion',
Null,
Null,
'',
Null,
1291,
'Nautical charts and navigation',
0,
9805,
Null,
Null,
'',
'Main Department of Navigation \& Oceanography of the USSR Ministry of Defence.',
'OGP',
TO_DATE('2006-05-08'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19885,
'Kelantan Grid',
'conversion',
Null,
Null,
'',
Null,
3384,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station P243 at B. Polis Melor, Kota Bahuru. Offset from old grid origin: 13227.851m east, 8739.894m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19886,
'Perak Grid',
'conversion',
Null,
Null,
'',
Null,
3383,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station TG26 at Gunung Larut Hiijau, Taiping. Offset from old grid origin is -1.769m east, 0.994m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19887,
'Kedah and Perlis Grid',
'conversion',
Null,
Null,
'',
Null,
3382,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station TG35 at Gunung Perak, Kuala Muda.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19888,
'Pinang Grid',
'conversion',
Null,
Null,
'',
Null,
3381,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station P314 at TLDM Georgetown. Offset from old grid origin is -23.414m east, 62.2832m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19889,
'Terengganu Grid',
'conversion',
Null,
Null,
'',
Null,
3380,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station P253 at Kg. Matang, Hulu Terenganu. Offset from old grid origin: 19594.245m east, 3371.895m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19890,
'Selangor Grid',
'conversion',
Null,
Null,
'',
Null,
3379,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station 251D at Felda Soeharto, K. Kuba Baharu. Offset from old grid origin is -13076.704m east, 503.095m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19891,
'Pahang Grid',
'conversion',
Null,
Null,
'',
Null,
3378,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station GP31 at Sek. Ren. Keb. Kuala Mai, Jerantut. Offset from old grid origin is -7368.228m east, 6485.858m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19892,
'Sembilan and Melaka Grid',
'conversion',
Null,
Null,
'',
Null,
3377,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station GP10 at K. Perindustrian Senawang, Seremban. Offset from old grid origin: 3915.790m east, -3292.026m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19893,
'Johor Grid',
'conversion',
Null,
Null,
'',
Null,
3376,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'Origin is station GP58 at Institut Haiwan, Kluang. Offset from old grid origin is -14810.562m east, 8758.320m north.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19894,
'East Malaysia BRSO',
'conversion',
Null,
Null,
'',
Null,
1851,
'Large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=590521.147 m, Nc=442890.861 m.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19895,
'Peninsular RSO',
'conversion',
Null,
Null,
'',
Null,
1690,
'Large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=472830.426 m, Nc=442454.099 m.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19896,
'Hong Kong 1963 Grid',
'conversion',
Null,
Null,
'',
Null,
1118,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9806,
Null,
Null,
'Replaced by HK1980 Grid.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2006-02-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19897,
'Statistics Canada Lambert',
'conversion',
Null,
Null,
'',
Null,
1061,
'Small scale mapping and analysis.',
0,
9802,
Null,
Null,
'',
'Statistics Canada.',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19898,
'Pacific Disaster Center Mercator',
'conversion',
Null,
Null,
'',
Null,
3172,
'Small scale mapping and analysis.',
0,
9804,
Null,
Null,
'',
'Pacific Disaster Center, Kihei, Hawaii, USA.',
'OGP',
TO_DATE('2005-12-21'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19899,
'Mauritius Grid',
'conversion',
Null,
Null,
'',
Null,
3209,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'Cartographic Saection, Ministry of Housing and Lands.',
'OGP',
TO_DATE('2005-11-28'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19900,
'Bahrain State Grid',
'conversion',
Null,
Null,
'',
Null,
1040,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19901,
'Belge Lambert 50',
'conversion',
Null,
Null,
'',
Null,
1347,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'Longitude is referenced to the Brussels meridian. If software cannot handle latitude of false origin of 90degN, use latitude of false origin = 50deg30''00.0"N with northing at false origin = 131983.890 m.',
'"Systemes de reference et formules de transformation en usage en Belgique"; IGN Brussels',
'OGP',
TO_DATE('2008-06-24'),
'1995.300 1996.290 1999.280 2003.020 2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19902,
'Belge Lambert 72',
'conversion',
Null,
Null,
'',
Null,
1347,
'Large and medium scale topographic mapping and engineering survey.',
0,
9803,
Null,
Null,
'Rotation from Belge Lambert 50 to Belge Lambert 72 is +29.2985sec. An equivalent using the conventional Lambert Conic Conformal (2SP) method (Belgian Lambert 72, code 19961) was introduced in 2000.',
'"Systemes de reference et formules de transformation en usage en Belgique"; IGN Brussels',
'OGP',
TO_DATE('1999-04-22'),
'1995.300 1996.290 1999.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19903,
'Nord de Guerre',
'conversion',
Null,
Null,
'',
Null,
1369,
'Obsolete.',
0,
9801,
Null,
Null,
'Longitude is referenced to the Paris meridian.',
'',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19904,
'Ghana Metre Grid',
'conversion',
Null,
Null,
'',
Null,
1104,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces Ghana National Grid (code 19959) from 1978. British foot (Sears 1922) used to convert projection defining parameters.',
'Ordnance Survey International',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19905,
'Netherlands East Indies Equatorial Zone',
'conversion',
Null,
Null,
'',
Null,
1122,
'Large and medium scale topographic mapping and engineering survey.',
0,
9804,
Null,
Null,
'',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19906,
'Iraq zone',
'conversion',
Null,
Null,
'',
Null,
2294,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1996-04-12'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19907,
'Iraq National Grid',
'conversion',
Null,
Null,
'',
Null,
1124,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19908,
'Irish National Grid',
'conversion',
Null,
Null,
'',
Null,
1305,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19909,
'Jamaica (Old Grid)',
'conversion',
Null,
Null,
'',
Null,
3342,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Replaced by Jamaica National Grid (proj code 19910).',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2007-01-19'),
'1995.280 2004.510 2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19910,
'Jamaica National Grid',
'conversion',
Null,
Null,
'',
Null,
3342,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Replaces Jamaica (Old Grid) (proj code 19909). Replaced by Jamaica Metric Grid 2001 (proj code 19860).',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2007-01-19'),
'1995.280 2004.510 2007.001',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19911,
'Laborde Grid approximation',
'conversion',
Null,
Null,
'',
Null,
1149,
'Medium scale topographic mapping.',
0,
9815,
Null,
Null,
'Longitude is referenced to the Paris meridian. The conversion method is a good approximation (better than 5cm) to original formula (see proj code 19861) within a few hundred km of origin, but farther away the approximation may be no better than 1m.',
'OGP',
'OGP',
TO_DATE('2007-01-11'),
'1997.613 2003.020 2006.960',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19913,
'RD Old',
'conversion',
Null,
Null,
'',
Null,
1275,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'',
'Nederlandse Commissie voor Geodesie publication 30.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19914,
'RD New',
'conversion',
Null,
Null,
'',
Null,
1275,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'',
'Nederlandse Commissie voor Geodesie publication 30.',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19915,
'Aden Zone',
'conversion',
Null,
Null,
'',
Null,
1257,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19916,
'British National Grid',
'conversion',
Null,
Null,
'',
Null,
1264,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Ordnance Survey of Great Britain. http://www.gps.gov.uk/additionalInfo/images/A_guide_to_coord.pdf',
'OGP',
TO_DATE('2003-01-08'),
'1995.300 2003.010',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19917,
'New Zealand Map Grid',
'conversion',
Null,
Null,
'',
Null,
3285,
'Large and medium scale topographic mapping and engineering survey.',
0,
9811,
Null,
Null,
'Replaces North and South Island National Grids (codes 18141-2). Used for topographic mapping.',
'Dept. of Lands and Surveys Technical Circular 1973/32; 23 Nov 1973.',
'OGP',
TO_DATE('1995-12-02'),
'1995.280',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19919,
'Qatar National Grid',
'conversion',
Null,
Null,
'',
Null,
1195,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19920,
'Singapore Grid',
'conversion',
Null,
Null,
'',
Null,
1210,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1995-12-02'),
'1995.300 1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19921,
'Spain',
'conversion',
Null,
Null,
'',
Null,
1217,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Replaced by UTM. Longitude is referenced to the Madrid meridian.',
'',
'OGP',
TO_DATE('2003-01-16'),
'1995.280 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19922,
'Swiss Oblique Mercator 1903M',
'conversion',
Null,
Null,
'',
Null,
1286,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'',
'"Die Projektionen der schweizerischen Plan- und Kartenwerke"; J. Bolliger 1967',
'OGP',
TO_DATE('1997-11-13'),
'1995.300 1996.290 1997.270 1997.612 1997.620',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19923,
'Swiss Oblique Mercator 1903C',
'conversion',
Null,
Null,
'',
Null,
1286,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'In Switzerland, replaced by new grid LV03 (proj code 19922). Longitude is referenced to the Bern meridian. See proj code 19841 for Greenwich-based equivalent.',
'"Die Projektionen der schweizerischen Plan- und Kartenwerke"; J. Bolliger 1967',
'OGP',
TO_DATE('2008-09-24'),
'1995.300 1996.290 1997.612 1997.620 2003.020 2008.022',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19924,
'Tobago Grid',
'conversion',
Null,
Null,
'',
Null,
1322,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19925,
'Trinidad Grid',
'conversion',
Null,
Null,
'',
Null,
1339,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1999-10-20'),
'1995.300 1996.290 1997.231',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19926,
'Stereo 70',
'conversion',
Null,
Null,
'',
Null,
1197,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'Replaces Stereo 33 (code 19927).',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19927,
'Stereo 33',
'conversion',
Null,
Null,
'',
Null,
1197,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'Replaced by Stereo 70 (code 19926)',
'',
'OGP',
TO_DATE('1996-04-12'),
'1996.290',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19928,
'Kuwait TM',
'conversion',
Null,
Null,
'',
Null,
1310,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19929,
'Sweden zone 2.5 gon V',
'conversion',
Null,
Null,
'',
Null,
2847,
'(i) Medium and small scale mapping and spatial data management. (ii) Large scale (1:10,000 and greater) topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'At the municipal level alternative projections are found defined with different sets of False Northing and Easting, based on 100 km grid squares. This is denoted by the last part of the name. For example 61:-1 means FN = -6100000 and FE = 100000 m.',
'Lantmateriverket (National Land Survey of Sweden). http://www.lantmateriet.se',
'OGP',
TO_DATE('2005-05-21'),
'1996.290 1997.390 2002.481 2005.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19930,
'Greek Grid',
'conversion',
Null,
Null,
'',
Null,
1106,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Created for use with GGRS87.',
'Geodesy Department; Public Petroleum Corporation of Greece.',
'OGP',
TO_DATE('1997-06-16'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19931,
'Egyseges Orszagos Vetuleti',
'conversion',
Null,
Null,
'',
Null,
1119,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'EOV = Uniform National Projection',
'http://lazarus.elte.hu/gb/geodez/geod2.htm',
'OGP',
TO_DATE('1997-07-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19933,
'Prince Edward Island Stereographic (ATS77)',
'conversion',
Null,
Null,
'',
Null,
1533,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'In use from 1979. To be phased out in late 1990''s.',
'Geomatics Centre; Nova Scotia Ministry of Housing and Municipal Affairs.',
'OGP',
TO_DATE('1997-11-13'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19934,
'Lithuania 1994',
'conversion',
Null,
Null,
'',
Null,
1145,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'HNIT-BALTIC GeoInfoServisas',
'OGP',
TO_DATE('1998-03-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19935,
'Rectified Skew Orthomorphic Malaya Grid',
'conversion',
Null,
Null,
'',
Null,
1690,
'Large and medium scale topographic mapping and engineering survey.',
0,
9812,
Null,
Null,
'If using Oblique Mercator method (code 9815), Ec=23505.515 chSe, Nc=21992.646 chSe.',
'UK Directorate of Overseas Surveys paper',
'OGP',
TO_DATE('1999-10-20'),
'1997.231',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19936,
'Portuguese National Grid',
'conversion',
Null,
Null,
'',
Null,
1294,
'Large and medium scale topographic mapping and engineering survey for military purposes.',
0,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian.',
'Instituto Portugues de Cartografia e Cadastro',
'OGP',
TO_DATE('2003-01-16'),
'1995.300 1996.290 1998.420 2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19937,
'Tunisia Mining Grid',
'conversion',
Null,
Null,
'',
Null,
1618,
'Minerals licencing',
0,
9816,
Null,
Null,
'Origin: Djebel Kebar. Longitude is referenced to the Paris meridian.',
'Mining decree of 1st January 1953',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19938,
'Estonian National Grid',
'conversion',
Null,
Null,
'',
Null,
1090,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'Coordinates at the projection origin match those of TM Baltic 93.',
'Geographic Institute; http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'1999.280 2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19939,
'TM Baltic 93',
'conversion',
Null,
Null,
'',
Null,
1646,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Geographic Institute; http://www.geo.ut.ee/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19940,
'Levant Zone',
'conversion',
Null,
Null,
'',
Null,
1623,
'Large and medium scale topographic mapping and engineering survey.',
0,
9817,
Null,
Null,
'Replaced by projection using full Lambert formula (EPSG code 19948) from 1973.',
'US Army Map Service projection tables; 1943.',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19941,
'Brazil Polyconic',
'conversion',
Null,
Null,
'',
Null,
1053,
'Small scale mapping',
0,
9818,
Null,
Null,
'',
'PetroBras',
'OGP',
TO_DATE('1999-10-20'),
'1999.550',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19942,
'British West Indies Grid',
'conversion',
Null,
Null,
'',
Null,
2295,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'UK Royal Engineers projection tables P10/25, 1943.',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19943,
'Barbados National Grid',
'conversion',
Null,
Null,
'',
Null,
1042,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced British West Indies Grid (19942) after 1983.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('1999-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19944,
'Quebec Lambert Projection',
'conversion',
Null,
Null,
'',
Null,
1368,
'Medium and small scale mapping',
0,
9802,
Null,
Null,
'',
'Service de la Cartographie; Ministere des Ressources Naturelles; Quebec',
'OGP',
TO_DATE('1999-10-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19945,
'New Brunswick Stereographic (ATS77)',
'conversion',
Null,
Null,
'',
Null,
1447,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1999-10-20'),
'1999.610',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19946,
'New Brunswick Stereographic (NAD83)',
'conversion',
Null,
Null,
'',
Null,
1447,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'In use from 1999.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19947,
'Austria Lambert',
'conversion',
Null,
Null,
'',
Null,
1037,
'Medium and small scale mapping',
0,
9802,
Null,
Null,
'',
'Bundesamt fuer Eich- und Vermessungswesen',
'OGP',
TO_DATE('2000-01-07'),
'1999.940',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19948,
'Syria Lambert',
'conversion',
Null,
Null,
'',
Null,
1623,
'Large and medium scale topographic mapping and engineering survey.',
0,
9801,
Null,
Null,
'Replaced Levant zone using same parameters but truncated near-conformal method (code 19940) from 1973.',
'IGN Paris',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19949,
'Levant Stereographic',
'conversion',
Null,
Null,
'',
Null,
1623,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'Used prior to World War II for cadastral and large scale topographic mapping.',
'IGN Paris',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19950,
'Swiss Oblique Mercator 1995',
'conversion',
Null,
Null,
'',
Null,
1286,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19951,
'Nakhl e Taqi Oblique Mercator',
'conversion',
Null,
Null,
'',
Null,
1338,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'Used only for terminal site.',
'Total-Fina',
'OGP',
TO_DATE('1999-10-20'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19952,
'Krovak',
'conversion',
Null,
Null,
'',
Null,
1306,
'Large and medium scale topographic mapping and engineering survey.',
0,
9819,
Null,
Null,
'Longitude is referenced to the Ferro meridian.',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2003-01-16'),
'2003.020',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19953,
'Qatar Grid',
'conversion',
Null,
Null,
'',
Null,
1346,
'Large and medium scale topographic mapping and engineering survey.',
0,
9806,
Null,
Null,
'',
'Maersk Oil and Gas',
'OGP',
TO_DATE('2000-03-07'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19954,
'Suriname Old TM',
'conversion',
Null,
Null,
'',
Null,
1222,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Introduced in 1975. Replaced by Suriname TM in 1979.',
'Shell International',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19955,
'Suriname TM',
'conversion',
Null,
Null,
'',
Null,
1222,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced Suriname Old TM in 1979 (scale factor changed).',
'Shell International',
'OGP',
TO_DATE('2000-06-10'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19956,
'Rectified Skew Orthomorphic Borneo Grid (chains)',
'conversion',
Null,
Null,
'',
Null,
1362,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'See 19957 and 19958 for feet and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 chSe. Being replaced by metric version (code 19958).',
'Directorate of Colonial Surveys projection tables 1954 revision.',
'OGP',
TO_DATE('2006-08-14'),
'2002.470 2006.730',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19957,
'Rectified Skew Orthomorphic Borneo Grid (feet)',
'conversion',
Null,
Null,
'',
Null,
1851,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'See 19956 and 19958 for chains and metres versions. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 ftSe. Being replaced by metric version (code 19958).',
'EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.',
'OGP',
TO_DATE('2006-08-14'),
'2002.470 2006.730',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19958,
'Rectified Skew Orthomorphic Borneo Grid (metres)',
'conversion',
Null,
Null,
'',
Null,
1362,
'Large and medium scale topographic mapping and engineering survey.',
0,
9815,
Null,
Null,
'See 19956 and 19957 for chains and feet versions. Uses Sear''s 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. If using Hotine Oblique Mercator method (code 9812) FE = FN = 0 m.',
'EPSG unit conversion of Directorate of Colonial Surveys projection tables 1954 revision.',
'OGP',
TO_DATE('2006-08-14'),
'2006.730',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19959,
'Ghana National Grid',
'conversion',
Null,
Null,
'',
Null,
1104,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Ghana metric grid (code 19904).',
'Ordnance Survey International',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19960,
'Prince Edward Isl. Stereographic (NAD83)',
'conversion',
Null,
Null,
'',
Null,
1533,
'Large and medium scale topographic mapping and engineering survey.',
0,
9809,
Null,
Null,
'False Easting and False Northing changed from values used with ATS77 (which were FE=700000m; FN=400000m) to these new values when used with NAD83 (CSRS). New values are FE=400000m; FN=800000m; adopted in 2000.',
'PEI Department of Transportation \& Public Works; Mr. Serge Bernard',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19961,
'Belgian Lambert 72',
'conversion',
Null,
Null,
'',
Null,
1347,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'Introduced in 2000. Equivalent to Belge Lambert 72 (code 19902). If software cannot handle latitude of false origin of 90degN, use latitude of false origin = 50deg47''57.704"N with northing at false origin = 165 372.956 m.',
'IGN Brussels www.ngi.be and EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-06-24'),
'2005.460 2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19962,
'Irish Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1305,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2000-10-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19963,
'Sierra Leone New Colony Grid',
'conversion',
Null,
Null,
'',
Null,
1342,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces the Sierra Leone Colony Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19964,
'New War Office Sierra Leone Grid',
'conversion',
Null,
Null,
'',
Null,
1342,
'Topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaces the War Office Sierra Leone Grid. New grid is 422.3 ft west and 112.1 ft south of old grid.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19965,
'US National Atlas Equal Area',
'conversion',
Null,
Null,
'',
Null,
1245,
'Statistical mapping',
0,
9821,
Null,
Null,
'',
'United States Geological Survey, Western Geographic Science Center.',
'OGP',
TO_DATE('2001-06-05'),
'2009.007',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19966,
'Luxembourg Gauss',
'conversion',
Null,
Null,
'',
Null,
1146,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19967,
'Slovenia Grid',
'conversion',
Null,
Null,
'',
Null,
1212,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Replaced by Slovene National Grid (code 19845) soon after Slovenian independence.',
'Geodetska uprava Republike Slovenije via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-04-11'),
'2008.019',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19968,
'World Equidistant Cylindrical (Sphere)',
'conversion',
Null,
Null,
'',
Null,
1262,
'Graticule coordinates in rectangular Cartesian form.',
0,
9823,
Null,
Null,
'Origin at intersection of equator and prime meridian.',
'OGP',
'OGP',
TO_DATE('2008-03-14'),
'2008.003 2009.023',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19969,
'Portuguese Grid',
'conversion',
Null,
Null,
'',
Null,
1294,
'Large and medium scale topographic mapping and engineering survey.',
Null,
9807,
Null,
Null,
'Original transformation by Gauss-Kruger formula. Longitude is referenced to the Lisbon meridian. Replaced by definition using Greenwich meridian, proj code 5020.',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2010-03-31'),
'2003.020 2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19971,
'New Zealand Transverse Mercator 2000',
'conversion',
Null,
Null,
'',
Null,
3285,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Land Information New Zealand: LINZS25002 Standard for New Zealand Geodetic Datum 2000 Projections; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19972,
'Irish Grid',
'conversion',
Null,
Null,
'',
Null,
1305,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Defined as part of the 1965 and 1975 mapping adustments in which the scale factor was introduced as a best fit to retain existing grid coordinates.',
'Ordnance Survey of Ireland.',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19973,
'Irish National Grid',
'conversion',
Null,
Null,
'',
Null,
2530,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Used only with the 1952 geodetic adjustment. Replaced by the 1975 Mapping Adjustment: see code 19972.',
'Ordnance Survey of Northern Ireland.',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19974,
'Modified Portuguese Grid',
'conversion',
Null,
Null,
'',
Null,
1294,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Applied to Datum 73. Grid position at origin is coincident with the unmodified grid applied to Lisbon datum.',
'Instituto Portugues de Cartografia e Cadastro via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-11-06'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19975,
'Trinidad Grid (Clarke''s feet)',
'conversion',
Null,
Null,
'',
Null,
1339,
'Oil industry exploration and production.',
0,
9806,
Null,
Null,
'Foot version of EPSG code 19925. Not an official system, but used by some US-based organisations including Amoco Trinidad.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19976,
'ICN Regional',
'conversion',
Null,
Null,
'',
Null,
1251,
'Small scale topographic and geological mapping.',
0,
9802,
Null,
Null,
'',
'Institute Cartografica Nacional',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19977,
'Aramco Lambert',
'conversion',
Null,
Null,
'',
Null,
1206,
'Oil industry exploration and production.',
0,
9802,
Null,
Null,
'Used by Saudi Aramco when area of interest crosses UTM zone boundary. Adopted by partners for Core Venture 1 (South Ghawar) area.',
'Saudi Aramco',
'OGP',
TO_DATE('2002-02-12'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19978,
'Hong Kong 1980 Grid',
'conversion',
Null,
Null,
'',
Null,
1118,
'Large scale topographic mapping, cadastral and engineering survey.',
0,
9807,
Null,
Null,
'Grid origin is Partiridge Hill triangulation station (old trig "2").',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2002-06-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19979,
'Portugal Bonne',
'conversion',
Null,
Null,
'',
Null,
1294,
'1:50,000 topographic mapping.',
Null,
9828,
Null,
Null,
'Longitude is referenced to the Lisbon meridian. Replaced by definition using Greenwich meridian, proj code 5019.',
'Instituto Portugues de Cartografia e Cadastro, http://www.ipcc.pt/portuguese/produtos/cartografia/50m.html',
'OGP',
TO_DATE('2010-03-31'),
'2003.020 2010.006',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19981,
'Lambert New Caledonia',
'conversion',
Null,
Null,
'',
Null,
3430,
'Large and medium scale topographic mapping and engineering survey.',
0,
9802,
Null,
Null,
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topographie et des Transports Terrestres. www.ditttt.gouv.nc',
'OGP',
TO_DATE('2006-07-25'),
'2006.620',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19982,
'TM Reunion',
'conversion',
Null,
Null,
'',
Null,
1196,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Supersedes Gauss Laborde Reunion.',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1,
1 );
INSERT INTO epsg_coordoperation VALUES ( 19983,
'Terre Adelie Polar Stereographic',
'conversion',
Null,
Null,
'',
Null,
2818,
'Topographic mapping.',
0,
9830,
Null,
Null,
'',
'IGN Paris.',
'OGP',
TO_DATE('2003-09-22'),
'2003.220',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19984,
'British Columbia Albers',
'conversion',
Null,
Null,
'',
Null,
2832,
'Single projection for whole province for spatial data storage and use.',
0,
9822,
Null,
Null,
'',
'Government of British Columbia Ministry of Sustainable Resource Management. http://srmwww.gov.bc.ca/gis/bceprojection.html',
'OGP',
TO_DATE('2003-05-05'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19985,
'Europe Conformal 2001',
'conversion',
Null,
Null,
'',
Null,
2881,
'Single projection for all Europe. Used for conformal mapping at scales of 1:500,000 and smaller.',
Null,
9802,
Null,
Null,
'TMzn used for applications at scales larger than 1:500,000. LAEA (code 19986) used for statistical mapping.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.460 2010.003',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19986,
'Europe Equal Area 2001',
'conversion',
Null,
Null,
'',
Null,
2881,
'Single projection for all Europe. Used for statistical mapping at all scales and other purposes where true area representation is required.',
Null,
9820,
Null,
Null,
'LCC (code 19985) used for conformal mapping.',
'European Commission Joint Research Centre "Map Projections for Europe". http://www.ec-gis.org',
'OGP',
TO_DATE('2010-03-01'),
'2005.460 2010.003',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19987,
'Iceland Lambert 1900',
'conversion',
Null,
Null,
'',
Null,
1120,
'Single projection for all country. Used for small scale applications.',
0,
9826,
Null,
Null,
'Used only with Reykjavik geogCRS. Longitude of origin originally defined as 31deg30'' west of Copenhagen.',
'Landmaelingar Islands (National Land Survey of Iceland).',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19988,
'Iceland Lambert 1955',
'conversion',
Null,
Null,
'',
Null,
1120,
'Single projection for all country. Used for small scale applications.',
0,
9826,
Null,
Null,
'Used only with Hjorsey geogCRS.',
'Landmaelingar Islands (National Land Survey of Iceland).',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19989,
'Iceland Lambert 1993',
'conversion',
Null,
Null,
'',
Null,
1120,
'Single projection for all country.',
0,
9802,
Null,
Null,
'Used only with ISN93 geogCRS.',
'Landmaelingar Islands (National Land Survey of Iceland).. http://www.lmi.is',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19990,
'Latvian Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1139,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19991,
'Jan Mayen Grid',
'conversion',
Null,
Null,
'',
Null,
2869,
'Topographic mapping',
0,
9807,
Null,
Null,
'',
'Statens kartverk.',
'OGP',
TO_DATE('2003-06-27'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19992,
'Antarctic Polar Stereographic',
'conversion',
Null,
Null,
'',
Null,
1031,
'1: Antarctic Digital Database and small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale studies and topographic mapping south of 80degS.',
0,
9829,
Null,
Null,
'Special studies may use a different projection using an alternative longitude of origin. See for example projection code 19993.',
'Scientific Committee for Antarctic Reasearch (SCAR) Antarctic Digital Database (ADD) manual. http://www.antarctica.ac.uk/',
'OGP',
TO_DATE('2008-06-24'),
'2005.460 2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19993,
'Australian Antarctic Polar Stereographic',
'conversion',
Null,
Null,
'',
Null,
1278,
'1: Small scale (<1:1,000,000) studies and topographic mapping. 2: Medium scale mapping south of 80degS.',
0,
9829,
Null,
Null,
'',
'Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/',
'OGP',
TO_DATE('2008-06-24'),
'2005.460 2008.045',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19994,
'Australian Antarctic Lambert',
'conversion',
Null,
Null,
'',
Null,
2880,
'Medium scale (1:250,000 - 1:1,000,000) studies and topographic mapping.',
0,
9802,
Null,
Null,
'',
'Australian Antarctic Data Centre. http://www-aadc.aad.gov.au/',
'OGP',
TO_DATE('2005-09-29'),
'2005.460',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19995,
'Jordan Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1130,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Information has not been confirmed by National Mapping Agency.',
'Various industry sources',
'OGP',
TO_DATE('2004-01-29'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19996,
'Soldner Berlin',
'conversion',
Null,
Null,
'',
Null,
2898,
'Large scale topographic and statistical mapping, cadastral and engineering survey.',
0,
9806,
Null,
Null,
'Origin is trigonometrical station Mueggelberg. Effective under city ordnance dated 5th November 1991.',
'Berlin state statistical office.',
'OGP',
TO_DATE('2004-04-22'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19997,
'Kuwait Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
1310,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'',
'OGP',
TO_DATE('2004-07-19'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19998,
'Guernsey Grid',
'conversion',
Null,
Null,
'',
Null,
2989,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'',
'States of Guernsey and Digimap Ltd, Guernsey.',
'OGP',
TO_DATE('2004-11-26'),
'',
1,
0 );
INSERT INTO epsg_coordoperation VALUES ( 19999,
'Jersey Transverse Mercator',
'conversion',
Null,
Null,
'',
Null,
2988,
'Large and medium scale topographic mapping and engineering survey.',
0,
9807,
Null,
Null,
'Effective from 1st January 2005.',
'Jersey Planning \& Environment Department.',
'OGP',
TO_DATE('2004-11-26'),
'',
1,
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperationmethod VALUES ( 1024,
'Popular Visualisation Pseudo Mercator',
1,
'',
'',
'Applies spherical formulas to the ellipsoid. As such does not have the properties of a true Mercator projection.',
'OGP Guidance Note 7-2',
'OGP',
TO_DATE('2009-06-07'),
'2008.114 2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1025,
'Geographic3D to GravityRelatedHeight (EGM2008)',
0,
'',
'(none)',
'For earlier EGM84 and EGM96 models see Geographic3D to GravityRelatedHeight (EGM), method code 9661.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-01-30'),
'2008.097',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1026,
'Mercator (Spherical)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-06-07'),
'2008.114 2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1027,
'Lambert Azimuthal Equal Area (Spherical)',
1,
'',
'See information source.',
'',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2009-06-07'),
'2009.007 2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1028,
'Equidistant Cylindrical',
1,
'See EPSG Guidance Note #7-2.',
'See EPSG Guidance Note #7-2.',
'See method code 1029 for spherical development. See also Pseudo Plate Carree, method code 9825.',
'ESRI',
'OGP',
TO_DATE('2009-06-07'),
'2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1029,
'Equidistant Cylindrical (Spherical)',
1,
'',
'See information source.',
'',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder.',
'OGP',
TO_DATE('2009-06-07'),
'2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1030,
'Geographic3D to GravityRelatedHeight (NZgeoid2009)',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-10-17'),
'2009.081',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1031,
'Geocentric translations (geocentric domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1032,
'Coordinate Frame Rotation (geocentric domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1033,
'Position Vector transformation (geocentric domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1034,
'Molodensky-Badekas (geocentric domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1035,
'Geocentric translations (geog3D domain)',
1,
'',
'',
'See methods 1031 and 9603 for similar tfms operating between other CRSs types.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1036,
'Cartesian Grid Offsets from Form Function',
1,
'',
'',
'Used in German state of Schleswig-Holstein.',
'Zeitschrift fur Vermessungswesen (ZfV, the Journal of the German Association of Surveying) volume 128 of April 2003 pages 244-250 and volume 129 of April 2004 pages 258-260.',
'OGP',
TO_DATE('2009-11-14'),
'2009.071',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1037,
'Position Vector transformation (geog3D domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1038,
'Coordinate Frame Rotation (geog3D domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1039,
'Molodensky-Badekas (geog3D domain)',
1,
'',
'',
'See methods 1034 and 9636 for similar tfms operating between other CRSs types.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-17'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 1040,
'GNTRANS',
1,
'',
'',
'',
'Geo++.',
'OGP',
TO_DATE('2010-03-30'),
'2010.037',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9601,
'Longitude rotation',
1,
'Target_longitude = Source_longitude + longitude_offset.',
'(none)',
'This transformation allows calculation of the longitude of a point in the target system by adding the parameter value to the longitude value of the point in the source system.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('1999-11-12'),
'1999.790',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9602,
'Geographic/geocentric conversions',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org, from "Datums and Map Projections"; Iliffe and Lott (2007).',
'OGP',
TO_DATE('2007-11-01'),
'1997.290 2002.510 2004.330 2007.058',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9603,
'Geocentric translations (geog2D domain)',
1,
'',
'',
'See methods 1031 and 1035 for similar tfms operating between other CRSs types.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-24'),
'2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9604,
'Molodensky',
1,
'See information source.',
'(none)',
'See Abridged Molodensky.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-08-25'),
'2004.470',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9605,
'Abridged Molodensky',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2006-06-12'),
'1999.010 2004.470 2006.420',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9606,
'Position Vector transformation (geog2D domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-24'),
'1998.160 2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9607,
'Coordinate Frame Rotation (geog2D domain)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-24'),
'2004.141 2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9613,
'NADCON',
1,
'',
'(none)',
'',
'US Coast and geodetic Survey - http://www.ngs.noaa.gov',
'OGP',
TO_DATE('2008-04-11'),
'2004.190 2008.027',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9614,
'NTv1',
1,
'',
'(none)',
'',
'Geomatics Canada - Geodetic Survey Division.',
'OGP',
TO_DATE('2008-04-11'),
'2004.190 2008.027',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9615,
'NTv2',
1,
'',
'(none)',
'',
'',
'OGP',
TO_DATE('2008-04-11'),
'2004.190 2008.027',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9616,
'Vertical Offset',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2008-04-11'),
'1999.790 2008.010',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9617,
'Madrid to ED50 polynomial',
0,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org, after Institut de Geomatica; Barcelona.',
'OGP',
TO_DATE('2006-10-30'),
'1999.284 1999.820 1999.640 2006.910',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9618,
'Geographic2D with Height Offsets',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-27'),
'1999.790 2004.330',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9619,
'Geographic2D offsets',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-27'),
'1999.790 2004.330',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9620,
'Norway Offshore Interpolation',
0,
'See information source.',
'(none)',
'',
'',
'OGP',
TO_DATE('2005-05-21'),
'2005.230',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9621,
'Similarity transformation',
1,
'',
'',
'Defined for two-dimensional coordinate systems.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2005-08-26'),
'2000.830 2004.670',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9622,
'Affine orthogonal geometric transformation',
0,
'',
'',
'',
'EPSG guidance note #7, http://www.epsg.org',
'OGP',
TO_DATE('2000-06-10'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9623,
'Affine geometric transformation',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2005-08-26'),
'2004.670',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9624,
'Affine parametric transformation',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2005-08-23'),
'2004.670',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9625,
'General polynomial (2nd-order)',
0,
'',
'',
'',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9626,
'General polynomial (3rd-order)',
0,
'',
'',
'',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9627,
'General polynomial (4th-order)',
0,
'',
'',
'',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9628,
'Reversible polynomial (2nd-order)',
1,
'See EPSG Guidance Note 7.',
'',
'Reversibility is subject to constraints. See Guidance Note 7 for clarification.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'1999.640',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9629,
'Reversible polynomial (3rd-order)',
1,
'See EPSG Guidance Note 7.',
'',
'Reversibility is subject to constraints. See Guidance Note 7 for clarification.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'1999.640',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9630,
'Reversible polynomial (4th-order)',
1,
'See EPSG Guidance Note 7.',
'',
'Reversibility is subject to constraints. See Guidance Note 7 for clarification.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'1999.640',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9631,
'Complex polynomial (3rd-order)',
0,
'',
'',
'',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9632,
'Complex polynomial (4th-order)',
0,
'',
'',
'',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2000-03-07'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9633,
'Ordnance Survey National Transformation',
1,
'',
'See information source.',
'',
'http://www.gps.gov.uk/gpssurveying.asp',
'OGP',
TO_DATE('2008-04-11'),
'2004.190 2008.027',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9634,
'Maritime Provinces polynomial interpolation',
0,
'',
'(none)',
'',
'Survey of New Brunswick',
'OGP',
TO_DATE('2000-10-19'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9635,
'Geographic3D to Geographic2D+GravityRelatedHeight',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-27'),
'2004.190 2004.340',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9636,
'Molodensky-Badekas (geog2D domain)',
1,
'',
'',
'See methods 1034 and 1039 for similar tfms operating between other CRSs types.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-11-24'),
'2002.510 2004.470 2009.083',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9637,
'Degree representation conversion: deg to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9638,
'Degree representation conversion: degH to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9639,
'Degree representation conversion: Hdeg to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9640,
'Degree representation conversion: DM to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9641,
'Degree representation conversion: DMH to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9642,
'Degree representation conversion: HDM to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9643,
'Degree representation conversion: DMS to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9644,
'Degree representation conversion: HDMS to DMSH',
1,
'',
'',
'Applies to 2D and the horizontal component of 3D ellipsoidal systems.',
'EPSG guidance note #7.',
'OGP',
TO_DATE('2002-11-22'),
'',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9645,
'General polynomial of degree 2',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9646,
'General polynomial of degree 3',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9647,
'General polynomial of degree 4',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9648,
'General polynomial of degree 6',
0,
'',
'See EPSG Guidance Note 7-2.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9649,
'Reversible polynomial of degree 2',
1,
'',
'See Reversible polynomial of degree 4, code 9651, for general methodology.',
'Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9650,
'Reversible polynomial of degree 3',
1,
'',
'See Reversible polynomial of degree 4, code 9651, for general methodology.',
'Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9651,
'Reversible polynomial of degree 4',
1,
'',
'',
'Reversibility is subject to constraints. See Guidance Note 7 for conditions and clarification.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9652,
'Complex polynomial of degree 3',
0,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9653,
'Complex polynomial of degree 4',
0,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-12-21'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9654,
'Reversible polynomial of degree 13',
1,
'',
'See Reversible polynomial of degree 4, code 9651, for general methodology.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9655,
'France geocentric interpolation',
1,
'',
'See information source.',
'',
'IGN document NTG_88.pdf, "Grille de parametres de transformation de coordonnees". http://www.ign.fr',
'OGP',
TO_DATE('2008-04-11'),
'2008.027',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9656,
'Cartesian Grid Offsets',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9657,
'Vertical Offset and Slope',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9658,
'VERTCON',
1,
'See information source.',
'See information source.',
'',
'US National Geodetic Survey - http://www.ngs.noaa.gov',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9659,
'Geographic3D to 2D conversion',
1,
'',
'(none)',
'This is a parameter-less conversion.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9660,
'Geographic3D offsets',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9661,
'Geographic3D to GravityRelatedHeight (EGM)',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2009-02-10'),
'2008.010 2008.097',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9662,
'Geographic3D to GravityRelatedHeight (Ausgeoid98)',
0,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9663,
'Geographic3D to GravityRelatedHeight (OSGM02)',
0,
'',
'(none)',
'Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9664,
'Geographic3D to GravityRelatedHeight (IGN)',
0,
'',
'(none)',
'Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9665,
'Geographic3D to GravityRelatedHeight (US)',
0,
'',
'(none)',
'Transformation of the vertical component of a Geographic 3D CRS to a Vertical CRS.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9666,
'UKOOA P6 seismic bin grid transformation',
1,
'',
'',
'',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-25'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9801,
'Lambert Conic Conformal (1SP)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2001-06-05'),
'2001.080',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9802,
'Lambert Conic Conformal (2SP)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2001-06-05'),
'1999.280 2001.080',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9803,
'Lambert Conic Conformal (2SP Belgium)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('1999-04-22'),
'1999.280',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9804,
'Mercator (1SP)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-06-22'),
'2001.080 2004.430 2008.000',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9805,
'Mercator (2SP)',
1,
'',
'',
'Used for most nautical charts.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2006-07-30'),
'2004.320 2004.430',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9806,
'Cassini-Soldner',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('1996-09-18'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9807,
'Transverse Mercator',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-02-19'),
'2004.680 2007.029',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9808,
'Transverse Mercator (South Orientated)',
1,
'',
'See Transverse Mercator, code 9807, for general methodology.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-07-31'),
'2002.510',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9809,
'Oblique Stereographic',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2006-03-31'),
'1999.811 2006.200',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9810,
'Polar Stereographic (variant A)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2003-09-22'),
'2003.220',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9811,
'New Zealand Map Grid',
1,
'See information source.',
'See information source.',
'',
'New Zealand Department of Lands technical circular 1973/32',
'OGP',
TO_DATE('1996-09-18'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9812,
'Hotine Oblique Mercator',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-10-16'),
'1997.620 1999.811 2004.430 2004.600 2007.044',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9813,
'Laborde Madagascar',
1,
'',
'See information source.',
'',
'"La nouvelle projection du Service Geographique de Madagascar"; J. Laborde; 1928. Also IGN Paris technical note NT/G 74.',
'OGP',
TO_DATE('2007-03-27'),
'1997.613 2006.960 2007.040',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9814,
'Swiss Oblique Cylindrical',
1,
'See information source.',
'See information source.',
'',
'"Die projecktionen der Schweizerischen Plan und Kartenwerke"; J Bollinger; 1967',
'OGP',
TO_DATE('2008-11-23'),
'1997.612 2008.106',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9815,
'Oblique Mercator',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-10-16'),
'1999.811 2004.430 2004.600 2007.044',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9816,
'Tunisia Mining Grid',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2000-03-07'),
'1999.811 2000.080',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9817,
'Lambert Conic Near-Conformal',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2010-03-01'),
'1999.811 2004.610 2005.390 2008.029 2010.024',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9818,
'American Polyconic',
1,
'See information source.',
'See information source.',
'See information source for formula and example.',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder',
'OGP',
TO_DATE('1999-10-20'),
'1999.550',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9819,
'Krovak Oblique Conic Conformal',
1,
'',
'',
'',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2009-06-02'),
'2002.950 2006.180 2007.040 2009.017',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9820,
'Lambert Azimuthal Equal Area',
1,
'',
'',
'This is the ellipsoidal form of the projection.',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2007-01-12'),
'2003.350 2004.430 2005.075 2005.290 2006.200 2007.005',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9821,
'Lambert Azimuthal Equal Area (Spherical)',
1,
'See information source.',
'See information source.',
'',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2001-06-05'),
'2009.007',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9822,
'Albers Equal Area',
1,
'',
'See Information Source.',
'',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2007-03-27'),
'2006.200 2007.049',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9823,
'Equidistant Cylindrical (Spherical)',
1,
'',
'See information source.',
'',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder.',
'OGP',
TO_DATE('2008-03-14'),
'2002.920 2008.003 2009.023',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9824,
'Transverse Mercator Zoned Grid System',
1,
'',
'(none)',
'If locations fall outwith the fixed zones the general Transverse Mercator method (code 9807) must be used for each zone.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9825,
'Pseudo Plate Carree',
1,
'',
'(none)',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9826,
'Lambert Conic Conformal (West Orientated)',
1,
'',
'See Lambert Conic Conformal (1SP), code 9801, for general methodology.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-01-16'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9827,
'Bonne',
1,
'',
'See information source.',
'',
'US Geological Survey Professional Paper 1395, "Map Projections - A Working Manual" by John P Snyder.',
'OGP',
TO_DATE('2002-07-13'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9828,
'Bonne (South Orientated)',
1,
'',
'See information source of Bonne, code 9827, for general methodology.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2002-07-13'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9829,
'Polar Stereographic (variant B)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2004-06-22'),
'2004.430',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9830,
'Polar Stereographic (variant C)',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9831,
'Guam Projection',
1,
'',
'See information source or EPSG Guidance Note 7.',
'Simplified form of Oblique Azimuthal Equidistant projection method.',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder.',
'OGP',
TO_DATE('2004-04-22'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9832,
'Modified Azimuthal Equidistant',
1,
'',
'See information source or EPSG Guidance Note 7.',
'',
'US Geological Survey Professional Paper 1395; "Map Projections - A Working Manual"; J. Snyder.',
'OGP',
TO_DATE('2006-03-31'),
'2006.200',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9833,
'Hyperbolic Cassini-Soldner',
1,
'See information source.',
'See information source.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2006-06-28'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9834,
'Lambert Cylindrical Equal Area (Spherical)',
1,
'',
'See information source.',
'',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2009-06-07'),
'2007.078 2009.023',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9835,
'Lambert Cylindrical Equal Area',
1,
'See information source.',
'See information source.',
'This is the ellipsoidal form of the projection.',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9836,
'Geocentric/topocentric conversions',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9837,
'Geographic/topocentric conversions',
1,
'',
'',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9838,
'Vertical Perspective',
0,
'',
'See EPSG Guidance Note 7-2.',
'For a viewing point height approaching or at infinity, see the Vertical Perspective (orthographic case) (method code 9839).',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9839,
'Vertical Perspective (Orthographic case)',
0,
'',
'See EPSG Guidance Note 7-2.',
'This is a special case of the general Vertical Perspective (method code 9838) in which the viewing point at infinity.',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9840,
'Orthographic',
1,
'',
'See EPSG Guidance Note 7-2.',
'',
'EPSG guidance note #7-2, http://www.epsg.org',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9841,
'Mercator (1SP) (Spherical)',
1,
'See information source.',
'See information source.',
'',
'USGS Professional Paper 1395, "Map Projections - A Working Manual" by John P. Snyder.',
'OGP',
TO_DATE('2008-03-14'),
'2008.114',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9842,
'Equidistant Cylindrical',
1,
'See EPSG Guidance Note #7-2.',
'',
'See method code 9823 for spherical development. See also Pseudo Plate Carree, method code 9825.',
'ESRI',
'OGP',
TO_DATE('2008-03-14'),
'2009.023',
1 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9843,
'Geographic 2D CRS axis order reversal',
1,
'',
'(none)',
'This is a parameter-less conversion to reverse the order of the axes of a geographic 2D CRS.',
'OGP',
'OGP',
TO_DATE('2008-03-30'),
'',
0 );
INSERT INTO epsg_coordoperationmethod VALUES ( 9844,
'Geographic 3D CRS axis order change',
1,
'',
'(none)',
'This is a parameter-less conversion to change the order of coordinates of a geographic 3D CRS.',
'OGP',
'OGP',
TO_DATE('2008-03-30'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperationparam VALUES ( 1024,
'Cartesian coordinate programme file',
'The name of the programme file containing Cartesian coordinates in both source and target CRSs.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.071 2010.037',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 1025,
'GNTRANS transformation identifier',
'Identifier for the subset of parameters stored inside the transformation programme.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2010.037',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8601,
'Latitude offset',
'The difference between the latitude values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8602,
'Longitude offset',
'The difference between the longitude values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8603,
'Vertical Offset',
'The difference between the height or depth values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8604,
'Geoid undulation',
'The height offset. "Geoid undulation" is used loosely in the parameter name. If the offset is between the ellipsoid and the geoid then the offset will be the geoid separation N. When the offset is between the ellipsoid and a realisation of the geoid through a vertical datum then the offsets C will form a height correction surface. A height correction surface differs from a geoid model by small amounts due to the difference between the geoid and the actual datum surface as well as some other assumptions regarding the gravity field.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8605,
'X-axis translation',
'The difference between the X values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8606,
'Y-axis translation',
'The difference between the Y values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8607,
'Z-axis translation',
'The difference between the Z values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8608,
'X-axis rotation',
'The angular difference between the Y and Z axes directions of target and source coordinate reference systems. This is a rotation about the X axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8609,
'Y-axis rotation',
'The angular difference between the X and Z axes directions of target and source coordinate reference systems. This is a rotation about theY axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8610,
'Z-axis rotation',
'The angular difference between the X and Y axes directions of target and source coordinate reference systems. This is a rotation about the Z axis as viewed from the origin looking along that axis. The particular method defines which direction is positive, and what is being rotated (point or axis).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8611,
'Scale difference',
'The scale difference increased by unity equals the ratio of an the length of an arbitrary distance between two points in target and source coordinate reference systems. This is usually averaged for the intersection area of the two coordinate reference systems. If a distance of 100 km in the source coordinate reference system translates into a distance of 100.001 km in the target coordinate reference system, the scale difference is 1 ppm (the ratio being 1.000001).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8612,
'Scale factor for source coordinate reference system first axis',
'The unit of measure of the source coordinate reference system first axis, expressed in the unit of measure of the target coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8613,
'Scale factor for source coordinate reference system second axis',
'The unit of measure of the source coordinate reference system second axis, expressed in the unit of measure of the target coordinate reference system',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8614,
'Rotation angle of source coordinate reference system axes',
'Angle (counter-clockwise positive) through which both of the source coordinate reference system axes need to rotated to coincide with the corresponding target coordinate reference system axes. Alternatively, the bearing (clockwise positive) of the source coordinate reference system Y-axis measured relative to target coordinate reference system north.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8615,
'Rotation angle of source coordinate reference system first axis',
'Angle (counter-clockwise positive) through which the source coordinate reference system''s first axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8616,
'Rotation angle of source coordinate reference system second axis',
'Angle (counter-clockwise positive) through which the source coordinate reference system''s second axis needs to rotated to coincide with the corresponding axis of the target coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8617,
'Ordinate 1 of evaluation point',
'The value of the first ordinate value of the evaluation point.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8618,
'Ordinate 2 of evaluation point',
'The value of the second ordinate of the evaluation point.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8619,
'Ordinate 1 of evaluation point in source CRS',
'The value of the first ordinate of the evaluation point expressed in the source coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8620,
'Ordinate 2 of evaluation point in source CRS',
'The value of the second ordinate of the evaluation point expressed in the source coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8621,
'Ordinate 1 of evaluation point in target CRS',
'The value of the first ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8622,
'Ordinate 2 of evaluation point in target CRS',
'The value of the second ordinate of the evaluation point expressed in the target coordinate reference system. In the case of an affine transformation the evaluation point is the origin of the source coordinate reference system.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8623,
'A0',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8624,
'A1',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8625,
'A2',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8626,
'A3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8627,
'A4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8628,
'A5',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8629,
'A6',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8630,
'A7',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8631,
'A8',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8632,
'Au0v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8633,
'Au4v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8634,
'Au3v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8635,
'Au2v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8636,
'Au1v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8637,
'Au0v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8638,
'B00',
'Coefficient used only in the Madrid to ED50 polynomial transformation method.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8639,
'B0',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8640,
'B1',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8641,
'B2',
'Coefficient used in affine (general parametric) and polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8642,
'B3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8643,
'Bu1v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8644,
'Bu0v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8645,
'Bu3v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8646,
'Bu2v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8647,
'Bu1v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8648,
'Bu0v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8649,
'Bu4v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8650,
'Bu3v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8651,
'Bu2v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8652,
'Bu1v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8653,
'Bu0v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8654,
'Semi-major axis length difference',
'The difference between the semi-major axis values of the ellipsoids used in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8655,
'Flattening difference',
'The difference between the flattening values of the ellipsoids used in the target and source coordinate reference systems. flattening = 1 / (inverse_flattening).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8656,
'Latitude and longitude difference file',
'The name of the [path and] file containing latitude and longitude differences.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8657,
'Latitude difference file',
'The name of the [path and] file containing latitude differences.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8658,
'Longitude difference file',
'The name of the [path and] file containing longitude differences.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8659,
'Geod. tfm. code for northern boundary',
'The EPSG code for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8660,
'Geod. tfm. code for southern boundary',
'The EPSG code for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8661,
'Geod. tfm. name for northern boundary',
'The EPSG name for the geodetic transformation applied at the northern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8662,
'Geod. tfm. name for southern boundary',
'The EPSG name for the geodetic transformation applied at the southern boundary of the interpolation area. Applies to Norwegian offshore interpolation method.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8663,
'Point scale factor',
'The point scale factor in a selected point of the target coordinate reference system. to be used as representative figure of the scale of the target coordinate reference system in a the area to which a coordinate transformation is defined.',
'EPSG guidance note number 7 (June 2000 Revision)',
'OGP',
TO_DATE('2000-06-29'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8664,
'Easting and northing difference file',
'The name of the [path and] file containing easting and northing differences.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2000-10-19'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8665,
'Maritime Province residual file',
'Coordinate differences at control points',
'Survey of New Brunswick',
'OGP',
TO_DATE('2000-10-19'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8666,
'Geoid (height correction) model file',
'The name of the [path and] file containing height offsets. "Geoid model" is used loosely in the parameter name. If the offset is between the ellipsoid and the geoid then the offset will be the geoid separation N. When the offset is between the ellipsoid and a realisation of the geoid through a vertical datum then the offsets C will form a height correction surface. A height correction surface differs from a geoid model by small amounts due to the difference between the geoid and the actual datum surface as well as some other assumptions regarding the gravity field.',
'OGP',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8667,
'Ordinate 3 of evaluation point',
'The value of the third ordinate of the evaluation point.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8668,
'Au5v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8669,
'Au4v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8670,
'Au3v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8671,
'Au2v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8672,
'Au1v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8673,
'Au0v5',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8674,
'Au6v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8675,
'Au5v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8676,
'Au4v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8677,
'Au3v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8678,
'Au2v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8679,
'Au1v5',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8680,
'Au0v6',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8681,
'Bu5v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8682,
'Bu4v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8683,
'Bu3v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8684,
'Bu2v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8685,
'Bu1v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8686,
'Bu0v5',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8687,
'Bu6v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8688,
'Bu5v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8689,
'Bu4v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8690,
'Bu3v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8691,
'Bu2v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8692,
'Bu1v5',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8693,
'Bu0v6',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-09-19'),
'2003.200',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8694,
'Scaling factor for source CRS coord differences',
'Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-10-11'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8695,
'Scaling factor for target CRS coord differences',
'Used in general polynomial transformations to normalise coordinate differences to an acceptable numerical range.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-10-11'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8696,
'Scaling factor for coord differences',
'Used in reversible polynomial transformations to normalise coordinate differences to an acceptable numerical range. For the reverse transformation the forward target CRS becomes the reverse source CRS and forward source CRS becomes the reverse target CRS.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-10-11'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8697,
'Au5v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8698,
'Au0v8',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8699,
'Au9v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8700,
'Au2v7',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8701,
'Au1v9',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8702,
'Au3v9',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8703,
'Bu7v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8704,
'Bu6v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8705,
'Bu4v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8706,
'Bu8v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8707,
'Bu7v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8708,
'Bu2v7',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8709,
'Bu0v9',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8710,
'Bu4v6',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8711,
'Bu9v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8712,
'Bu8v3',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8713,
'Bu5v7',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8714,
'Bu9v4',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8715,
'Bu4v9',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8716,
'Au1v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8717,
'Au0v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8718,
'Au2v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8719,
'Au1v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8720,
'Au0v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8721,
'Au3v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8722,
'Au2v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8723,
'Au1v2',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8724,
'Bu1v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8725,
'Bu0v1',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8726,
'Bu2v0',
'Coefficient used in polynomial transformations.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8727,
'Geocentric translation file',
'The name of the [path and] file containing a grid of geocentric translations..',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2004-03-15'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8728,
'Easting offset',
'The difference between the easting values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8729,
'Northing offset',
'The difference between the northing values of a point in the target and source coordinate reference systems.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8730,
'Inclination in latitude',
'The value of the inclination parameter in the latitude domain, i.e. in the plane of the meridian, derived at a specified evaluation point.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8731,
'Inclination in longitude',
'The value of the inclination parameter in the the longitude domain, i.e. perpendicular to the plane of the meridian, derived at a specified evaluation point.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2004-04-14'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8732,
'Vertical offset file',
'The name of the [path and] file containing vertical offsets, the differences in gravity-related height.',
'OGP',
'OGP',
TO_DATE('2008-04-11'),
'2008.010',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8733,
'Bin grid origin I',
'The value of the I-axis coordinate at the bin grid defininition point. The I-axis is rotated 90 degrees clockwise from the J-axis.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8734,
'Bin grid origin J',
'The value of the J-axis coordinate at the bin grid defininition point.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8735,
'Bin grid origin Easting',
'The value of the map grid Easting at the bin grid defininition point.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8736,
'Bin grid origin Northing',
'The value of the map grid Northing at the bin grid defininition point.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8737,
'Scale factor of bin grid',
'The point scale factor of the map grid coordinate reference system at a point within the bin grid. Generally either the bin grid origin or the centre of the bin grid will be the chosen point.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8738,
'Bin width on I-axis',
'The nominal separation of bin nodes on the bin grid I-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8739,
'Bin width on J-axis',
'The nominal separation of bin nodes on the bin grid J-axis. (Note: the actual bin node separation is the product of the nominal separation and the scale factor of the bin grid).',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8740,
'Map grid bearing of bin grid J-axis',
'The orientation of the bin grid J-axis measured clockwise from map grid north.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8741,
'Bin node increment on I-axis',
'The numerical increment between successive bin nodes on the I-axis.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8742,
'Bin node increment on J-axis',
'The numerical increment between successive bin nodes on the J-axis.',
'UKOOA Data Exchange Format P6/98, Definition of 3D Seismic Binning Grids, revision 3, May 2000.',
'OGP',
TO_DATE('2005-08-26'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8801,
'Latitude of natural origin',
'The latitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the latitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0).',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8802,
'Longitude of natural origin',
'The longitude of the point from which the values of both the geographical coordinates on the ellipsoid and the grid coordinates on the projection are deemed to increment or decrement for computational purposes. Alternatively it may be considered as the longitude of the point which in the absence of application of false coordinates has grid coordinates of (0,0). Sometimes known as "central meridian (CM)".',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-06-22'),
'2002.390',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8805,
'Scale factor at natural origin',
'The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the natural origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8806,
'False easting',
'Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Easting, FE, is the value assigned to the abscissa (east or west) axis of the projection grid at the natural origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-07-31'),
'2002.510',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8807,
'False northing',
'Since the natural origin may be at or near the centre of the projection and under normal coordinate circumstances would thus give rise to negative coordinates over parts of the mapped area, this origin is usually given false coordinates which are large enough to avoid this inconvenience. The False Northing, FN, is the value assigned to the ordinate (north or south) axis of the projection grid at the natural origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2002-07-31'),
'2002.510',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8811,
'Latitude of projection centre',
'For an oblique projection, this is the latitude of the point at which the azimuth of the central line is defined.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8812,
'Longitude of projection centre',
'For an oblique projection, this is the longitude of the point at which the azimuth of the central line is defined.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8813,
'Azimuth of initial line',
'The azimuthal direction (north zero, east of north being positive) of the great circle which is the centre line of an oblique projection. The azimuth is given at the projection centre.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8814,
'Angle from Rectified to Skew Grid',
'The angle at the natural origin of an oblique projection through which the natural coordinate reference system is rotated to make the projection north axis parallel with true north.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8815,
'Scale factor on initial line',
'The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the projection center.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8816,
'Easting at projection centre',
'The easting value assigned to the projection centre.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8817,
'Northing at projection centre',
'The northing value assigned to the projection centre.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8818,
'Latitude of pseudo standard parallel',
'Latitude of the parallel on which the conic or cylindrical projection is based. This latitude is not geographic, but is defined on the conformal sphere AFTER its rotation to obtain the oblique aspect of the projection.',
'EPSG guidance note number 7',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8819,
'Scale factor on pseudo standard parallel',
'The factor by which the map grid is reduced or enlarged during the projection process, defined by its value at the pseudo-standard parallel.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8821,
'Latitude of false origin',
'The latitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8822,
'Longitude of false origin',
'The longitude of the point which is not the natural origin and at which grid coordinate values false easting and false northing are defined.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8823,
'Latitude of 1st standard parallel',
'For a conic projection with two standard parallels, this is the latitude of one of the parallels of intersection of the cone with the ellipsoid. It is normally but not necessarily that nearest to the pole. Scale is true along this parallel.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2009-06-02'),
'2009.004',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8824,
'Latitude of 2nd standard parallel',
'For a conic projection with two standard parallels, this is the latitude of one of the parallels at which the cone intersects with the ellipsoid. It is normally but not necessarily that nearest to the equator. Scale is true along this parallel.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2009-06-02'),
'2009.004',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8826,
'Easting at false origin',
'The easting value assigned to the false origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8827,
'Northing at false origin',
'The northing value assigned to the false origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('1999-09-09'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8828,
'Spherical latitude of origin',
'The latitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2001-06-05'),
'2009.007',
1 );
INSERT INTO epsg_coordoperationparam VALUES ( 8829,
'Spherical longitude of origin',
'The longitude of the point from which the values of both the geographical coordinates on the sphere and the grid coordinates on a spherical projection are deemed to increment or decrement for computational purposes.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2001-06-05'),
'2009.007',
1 );
INSERT INTO epsg_coordoperationparam VALUES ( 8830,
'Initial longitude',
'The longitude of the western limit of the first zone of a Transverse Mercator zoned grid system.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8831,
'Zone width',
'The longitude width of a zone of a Transverse Mercator zoned grid system.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8832,
'Latitude of standard parallel',
'For polar aspect azimuthal projections, the parallel on which the scale factor is defined to be unity.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8833,
'Longitude of origin',
'For polar aspect azimuthal projections, the meridian along which the northing axis increments and also across which parallels of latitude increment towards the north pole.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2003-09-22'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8834,
'Latitude of topocentric origin',
'For topocentric CSs, the latitude of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8835,
'Longitude of topocentric origin',
'For topocentric CSs, the longitude of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8836,
'Ellipsoidal height of topocentric origin',
'For topocentric CSs, the ellipsoidal height of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8837,
'Geocentric X of topocentric origin',
'For topocentric CSs, the geocentric Cartesian X coordinate of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8838,
'Geocentric Y of topocentric origin',
'For topocentric CSs, the geocentric Cartesian Y coordinate of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8839,
'Geocentric Z of topocentric origin',
'For topocentric CSs, the geocentric Cartesian Z coordinate of the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
INSERT INTO epsg_coordoperationparam VALUES ( 8840,
'Viewpoint height',
'For vertical perspective projections, the height of viewpoint above the topocentric origin.',
'EPSG guidance note number 7.',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_coordoperationparamusage VALUES ( 1036,
1024,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1040,
1024,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1040,
1025,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9618,
8601,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9619,
8601,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9660,
8601,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9601,
8602,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9618,
8602,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9619,
8602,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9660,
8602,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9616,
8603,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9657,
8603,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9660,
8603,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9618,
8604,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1031,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1035,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9603,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9604,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9605,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8605,
1,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1031,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1035,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9603,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9604,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9605,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8606,
2,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1031,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1035,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9603,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9604,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9605,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8607,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8608,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8609,
5,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8610,
6,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1032,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1033,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1037,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1038,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9606,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9607,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9621,
8611,
3,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8611,
7,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9622,
8612,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8612,
3,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9622,
8613,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8613,
4,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9621,
8614,
4,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9622,
8614,
6,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8615,
6,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8616,
7,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8617,
8,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8617,
8,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9628,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9629,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9630,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8617,
8,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9649,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9650,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9651,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9654,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9657,
8617,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1034,
8618,
9,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 1039,
8618,
9,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9628,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9629,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9630,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9636,
8618,
9,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9649,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9650,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9651,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9654,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9657,
8618,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9631,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9632,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9645,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9646,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9647,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9648,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9652,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9653,
8619,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9631,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9632,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9645,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9646,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9647,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9648,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9652,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9653,
8620,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9621,
8621,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9622,
8621,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8621,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9631,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9632,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9645,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9646,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9647,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9648,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9652,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9653,
8621,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9621,
8622,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9622,
8622,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9623,
8622,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9631,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9632,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9645,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9646,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9647,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9648,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9652,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9653,
8622,
4,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9617,
8623,
1,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9624,
8623,
1,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8623,
5,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8623,
5,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8623,
5,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9628,
8623,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9629,
8623,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9630,
8623,
3,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9645,
8623,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9646,
8623,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9647,
8623,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9648,
8623,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9649,
8623,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9650,
8623,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9651,
8623,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9654,
8623,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9617,
8624,
2,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9624,
8624,
2,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8624,
6,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8624,
6,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8624,
6,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9628,
8624,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9629,
8624,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9630,
8624,
4,
'Yes' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9631,
8624,
5,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9632,
8624,
5,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9652,
8624,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9653,
8624,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9617,
8625,
3,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9624,
8625,
3,
'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9625,
8625,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9626,
8625,
7,
'' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9627,
8625,
7,
'' );
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INSERT INTO epsg_coordoperationparamusage VALUES ( 9807,
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'No' );
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'' );
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'No' );
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'' );
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'No' );
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'No' );
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'No' );
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'No' );
INSERT INTO epsg_coordoperationparamusage VALUES ( 9838,
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'' );
end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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end;
/
commit;
begin
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INSERT INTO epsg_coordoperationpath VALUES ( 8655,
1240,
2 );
INSERT INTO epsg_coordoperationpath VALUES ( 8655,
1902,
1 );
INSERT INTO epsg_coordoperationpath VALUES ( 8656,
1240,
2 );
INSERT INTO epsg_coordoperationpath VALUES ( 8656,
15790,
1 );
INSERT INTO epsg_coordoperationpath VALUES ( 8657,
1240,
2 );
INSERT INTO epsg_coordoperationpath VALUES ( 8657,
15792,
1 );
INSERT INTO epsg_coordoperationpath VALUES ( 8659,
1158,
2 );
INSERT INTO epsg_coordoperationpath VALUES ( 8659,
15896,
1 );
end;
/
commit;
begin
INSERT INTO epsg_datum VALUES ( 1024,
'Hungarian Datum 1909',
'geodetic',
'Fundamental point not given in information source, but presumably Szolohegy which is origin of later HD72.',
'1909',
7004,
8901,
1119,
'Topographic mapping.',
'Replaced earlier HD1863 adjustment also on Bessel ellipsoid. Both HD1863 and HD1909 were originally on Ferro Prime Meridian but subsequently converted to Greenwich. Replaced by HD72 (datum code 6237).',
'Timar, Molnar and Marta in Geodezia es Kartografia 55(3) pp16-21. www.fomi.hu/internet/magyar/szaklap/geodkart.htm',
'OGP',
TO_DATE('2008-08-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 1025,
'Taiwan Datum 1967',
'geodetic',
'Fundamental point: Hu Tzu Shan. Latitude: 23deg58''32.34"N, longitude: 120deg58''25.975"E (of Greenwich).',
'1967',
7050,
8901,
3315,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Adopted in 1980. TWD67 uses the GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 1026,
'Taiwan Datum 1997',
'geodetic',
'ITRF94 at epoch 1997.0',
'1997',
7019,
8901,
1228,
'Geodetic survey, GIS, topographic mapping, engineering survey.',
'Adopted in 1998.',
'National Land Surveying and Mapping Center (NLSC), http://www.nlsc.gov.tw',
'OGP',
TO_DATE('2008-08-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 1027,
'EGM2008 geoid',
'vertical',
'WGS 84 ellipsoid.',
'2008',
Null,
Null,
1262,
'Geodesy.',
'',
'http://earth-info.nga.mil/GandG/wgs84/gravitymod/egm2008/egm08_wgs84.html',
'OGP',
TO_DATE('2009-01-30'),
'2008.097',
0 );
INSERT INTO epsg_datum VALUES ( 1028,
'Fao 1979',
'vertical',
'Average sea level at Fao during two-year period in mid/late 1970s.',
'1979',
Null,
Null,
3625,
'Topographic mapping, geodetic survey.',
'Levelling network established by Polservice consortium. Replaces Fao (datum code 5149) in Iraq.',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2010-03-01'),
'2009.003 2010.014',
0 );
INSERT INTO epsg_datum VALUES ( 1029,
'Iraqi Geospatial Reference System',
'geodetic',
'ITRF2000 at epoch 1997.0',
'2000',
7019,
8901,
1124,
'Geodetic survey.',
'',
'Survey Division, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2009-02-03'),
'2009.003',
0 );
INSERT INTO epsg_datum VALUES ( 1031,
'MGI 1901',
'geodetic',
'Fundamental point: Hermannskogel. Latitude: 48deg16''15.29"N, longitude: 16deg17''55.04"E (of Greenwich).',
'1901',
7004,
8901,
2370,
'Geodetic survey.',
'The longitude of the datum origin equates to the Albrecht 1902 value for the Ferro meridian of 17deg39''46.02" west of Greenwich. Densified in 1948.',
'The Ferro prime meridian, Gabor Timar (2007), Geodezia es Kartografia vol 59 issue 12 pages 3-7.',
'OGP',
TO_DATE('2009-05-10'),
'2009.015',
0 );
INSERT INTO epsg_datum VALUES ( 1032,
'MOLDREF99',
'geodetic',
'Densification of ETRS89.',
'1999',
7019,
8901,
1162,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'State Agency for Land Relations \& Cadastre.',
'OGP',
TO_DATE('2009-05-11'),
'2009.026',
0 );
INSERT INTO epsg_datum VALUES ( 1033,
'Reseau Geodesique de la RDC 2005',
'geodetic',
'ITRF2000 at epoch 2005.4.',
'2005',
7019,
8901,
3613,
'Geodetic survey.',
'',
'"Revision du Tiers Meridional du Reseau Geodesique de la RDC", COPIREP Reclus project report, 2005.',
'OGP',
TO_DATE('2009-04-16'),
'2009.011',
0 );
INSERT INTO epsg_datum VALUES ( 1034,
'Serbian Reference Network 1998',
'geodetic',
'Densification of ETRS89 in Serbia at epoch 1998.7 based on coordinates of 6 stations in Serbia of Yugoslav Reference Frame (YUREF) 1998 campaign.',
'1998',
7019,
8901,
3534,
'Geodesy.',
'Observed 1998-2003.',
'Delcev et al, FIG Working Week May 2009; http://www.gig.net/pub',
'OGP',
TO_DATE('2009-05-11'),
'2009.015',
0 );
INSERT INTO epsg_datum VALUES ( 1035,
'Red Geodesica de Canarias 1995',
'geodetic',
'ITRF93 at epoch 1994.9 at VLBI station Maspalomas on Grand Canary.',
'1995',
7019,
8901,
3199,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Pico de las Nieves 1984 (PN84).',
'IGN Madrid. http://www.fomento.es.',
'OGP',
TO_DATE('2009-05-15'),
'2009.033',
0 );
INSERT INTO epsg_datum VALUES ( 1036,
'Reseau Geodesique de Mayotte 2004',
'geodetic',
'ITRF2000 at epoch 2004.0',
'2004',
7019,
8901,
1159,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Combani 1950 (datum code 6632) except for cadastral purposes. (Cadastre 1997 (datum code 1037) used for cadastral purposes).',
'IGN Paris.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
0 );
INSERT INTO epsg_datum VALUES ( 1037,
'Cadastre 1997',
'geodetic',
'Coordinates of 1 station of Combani 1950 adjustment held fixed.',
'1997',
7022,
8901,
3340,
'Cadastral survey.',
'Derived by adjustment of GPS-observed network which was constrained to Combani 1950 coordinates of one station.',
'CERTU.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
0 );
INSERT INTO epsg_datum VALUES ( 1038,
'Reseau Geodesique de Saint Pierre et Miquelon 2006',
'geodetic',
'ITRF2000 at epoch 2006.0',
'2006',
7019,
8901,
1220,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Saint Pierre et Miquelon 1950 (datum code 6638).',
'IGN Paris.',
'OGP',
TO_DATE('2009-10-02'),
'2009.072',
0 );
INSERT INTO epsg_datum VALUES ( 1039,
'New Zealand Vertical Datum 2009',
'vertical',
'New Zealand Quasigeoid 2009 which is defined by the application of the NZ geoid 2009 grid to NZGD2000 ellipsoidal heights. See transformation code 4459.',
'2009',
Null,
Null,
1175,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-28'),
'2009.081',
0 );
INSERT INTO epsg_datum VALUES ( 1040,
'Dunedin-Bluff 1960',
'vertical',
'Common adjustment of Dunedin 1958 and Bluff 1955 networks.',
'1960',
Null,
Null,
1501,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Land Information New Zealand (LINZ) standard S25004.',
'OGP',
TO_DATE('2009-10-20'),
'2009.081',
0 );
INSERT INTO epsg_datum VALUES ( 1041,
'Autonomous Regions of Portugal 2008',
'geodetic',
'ITRF93 as derived from the 1994 TransAtlantic Network for Geodynamics and Oceanography (TANGO) project.',
'1994',
7019,
8901,
3670,
'Geodetic survey.',
'Replaces older classical datums for Azores and Madeira archipelagos.',
'Instituto Geografico Portugues; http://www.igeo.pt',
'OGP',
TO_DATE('2010-03-30'),
'2010.006',
0 );
INSERT INTO epsg_datum VALUES ( 1042,
'Mexican Datum of 1993',
'geodetic',
'ITRF1992 at epoch 1988.00.',
'1993',
7019,
8901,
1160,
'Geodetic survey.',
'Realised by a frame of 20 active GPS stations observed and adjusted in the ITRF1992. Includes ties to tide gauges. Replaces NAD27 (code 6267). Replaced by SIRGAS 2000 (code 6674).',
'National Densifications per http://www.sirgas.org. See also www.fig.net/pub/cairo/papers/ts_13/ts13_03_hansen.pdf.',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
0 );
INSERT INTO epsg_datum VALUES ( 1043,
'China 2000',
'geodetic',
'ITRF97 at epoch 2000.0',
'2000',
1024,
8901,
3228,
'Geodetic survey, topographic and engineering survey.',
'Combined adjustment of astro-geodetic observations as used for Xian 1980 and GPS control network observed 2000-2003. Adopted July 2008.',
'Chinese Academy of Surveying and Mapping.',
'OGP',
TO_DATE('2009-11-12'),
'2009.084',
0 );
INSERT INTO epsg_datum VALUES ( 1044,
'Sao Tome',
'geodetic',
'Fundamental point: Fortaleza. Latitude: 0deg20''49.02"N, longitude: 6deg44''41.85"E (of Greenwich).',
'',
7022,
8901,
3645,
'Topographic mapping, geodetic survey.',
'',
'US Department of State Bureau of Intelligence and Research "Limits in the Sea" series #98.',
'OGP',
TO_DATE('2009-11-24'),
'2009.098',
0 );
INSERT INTO epsg_datum VALUES ( 1045,
'New Beijing',
'geodetic',
'Derived by conformal transformation of Xian 1980 adjustment onto Krassowsky ellipsoid.',
'1982',
7024,
8901,
3228,
'Topographic mapping.',
'From 1982 replaces Beijing 1954.',
'Chinese Science Bulletin, 2009, 54:2714-2721.',
'OGP',
TO_DATE('2010-03-01'),
'2009.092 2010.014',
0 );
INSERT INTO epsg_datum VALUES ( 1046,
'Principe',
'geodetic',
'Fundamental point: Morro do Papagaio. Latitude: 1deg36''46.87"N, longitude: 7deg23''39.65"E (of Greenwich).',
'',
7022,
8901,
3646,
'Topographic mapping, geodetic survey.',
'',
'US Department of State Bureau of Intelligence and Research "Limits in the Sea" series #98.',
'OGP',
TO_DATE('2009-11-24'),
'2009.098',
0 );
INSERT INTO epsg_datum VALUES ( 1047,
'Reseau de Reference des Antilles Francaises 1991',
'geodetic',
'WGS 84 coordinates of a single station determined during the 1988 Tango mission.',
'1991',
7019,
8901,
2824,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.',
'IGN Paris.',
'OGP',
TO_DATE('2009-11-05'),
'2009.073',
0 );
INSERT INTO epsg_datum VALUES ( 5100,
'Mean Sea Level',
'vertical',
'',
'',
Null,
Null,
1262,
'Hydrography.',
'msl has geographic and temporal components. Users are advised to not use this generic vertical datum but to define specific instances of msl based on knowledge of these components; for instance "msl at xxx during 19yy".',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5101,
'Ordnance Datum Newlyn',
'vertical',
'Mean Sea Level at Newlyn between 1915 and 1921.',
'',
Null,
Null,
2792,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2004-06-16'),
'2004.100',
0 );
INSERT INTO epsg_datum VALUES ( 5102,
'National Geodetic Vertical Datum 1929',
'vertical',
'26 tide gauges in the US and Canada.',
'1929',
Null,
Null,
1323,
'Topographic mapping, geodetic survey.',
'Normal orthometric heights.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5103,
'North American Vertical Datum 1988',
'vertical',
'Father''s Point, Rimouski, Quebec.',
'1988',
Null,
Null,
3664,
'Topographic mapping, geodetic survey.',
'Helmert orthometric heights.',
'',
'OGP',
TO_DATE('2010-03-30'),
'2005.880 2009.108',
0 );
INSERT INTO epsg_datum VALUES ( 5104,
'Yellow Sea 1956',
'vertical',
'2 years tide readings at Qingdao.',
'1956',
Null,
Null,
3228,
'Topographic mapping, geodetic survey.',
'Replaced by Yellow Sea 1985 datum.',
'',
'OGP',
TO_DATE('2002-06-22'),
'2002.160',
0 );
INSERT INTO epsg_datum VALUES ( 5105,
'Baltic Sea',
'vertical',
'Datum: average water level at Kronstadt 1833. Network adjusted in 1977.',
'1977',
Null,
Null,
1284,
'Topographic mapping, geodetic survey.',
'Uses Normal heights.',
'',
'OGP',
TO_DATE('2005-05-27'),
'2004.100 2005.180',
0 );
INSERT INTO epsg_datum VALUES ( 5106,
'Caspian Sea',
'vertical',
'Defined as -28.0m Baltic datum',
'',
Null,
Null,
1291,
'Hydrography.',
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5107,
'Nivellement general de la France',
'vertical',
'Mean sea level at Marseille',
'',
Null,
Null,
1326,
'Topographic mapping, geodetic survey.',
'The CNIG states that NGF is a general term applying to all vertical network readjustments of France and recommends more specific terminology. See codes 5118-5120.',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994.',
'OGP',
TO_DATE('1996-09-12'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 5109,
'Normaal Amsterdams Peil',
'vertical',
'Mean high tide at Amsterdams Peil in 1684.',
'',
Null,
Null,
1275,
'Topographic mapping, geodetic survey, hydrography.',
'Orthometric heights.',
'Nederlandse Commissie voor Geodesie publication 30; 1993',
'OGP',
TO_DATE('2006-01-16'),
'2004.100 2005.880',
0 );
INSERT INTO epsg_datum VALUES ( 5110,
'Oostende',
'vertical',
'Mean low water during 1958',
'1958',
Null,
Null,
1347,
'Topographic mapping, geodetic survey.',
'',
'Nederlandse Commissie voor Geodesie publication 30; 1993',
'OGP',
TO_DATE('2006-01-16'),
'2005.880',
0 );
INSERT INTO epsg_datum VALUES ( 5111,
'Australian Height Datum',
'vertical',
'MSL 1966-68 at 30 gauges around coast.',
'1968',
Null,
Null,
1281,
'Topographic mapping, geodetic survey.',
'',
'Australian Land Information Group www.auslig.gov.au',
'OGP',
TO_DATE('2005-09-06'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 5112,
'Australian Height Datum (Tasmania)',
'vertical',
'MSL 1972 at Hobart and Burnie.',
'1972',
Null,
Null,
1282,
'Topographic mapping, geodetic survey.',
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5113,
'Sea Level',
'vertical',
'',
'',
Null,
Null,
1262,
'Hydrography.',
'An unspecified local vertical datum not recommended for use.',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5114,
'Canadian Geodetic Vertical Datum of 1928',
'vertical',
'Based on the mean sea level determined from several tidal gauges located in strategic areas of the country',
'1928',
Null,
Null,
1289,
'Topographic mapping, geodetic survey.',
'',
'Geodetic Survey Division, Natural Resources Canada. http://maps.nrcan.gc.ca/asdb/asdb_datum.html and http://www.geod.nrcan.gc.ca/index_e/help_e/acron_e.html',
'OGP',
TO_DATE('2004-11-26'),
'2004.723',
0 );
INSERT INTO epsg_datum VALUES ( 5115,
'Piraeus Harbour 1986',
'vertical',
'MSL determined during 1986.',
'1986',
Null,
Null,
3254,
'Topographic mapping, geodetic survey.',
'',
'Geodesy Department; Public Pertoleum Corporation of Greece',
'OGP',
TO_DATE('1997-06-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5116,
'Helsinki 1960',
'vertical',
'MSL at Helsinki during 1960.',
'1960',
Null,
Null,
3333,
'Topographic mapping, geodetic survey.',
'',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('1997-07-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5117,
'Rikets hojdsystem 1970',
'vertical',
'Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 1970.0 using uplift values computed from repeated levelling observations.',
'1970',
Null,
Null,
3313,
'Topographic mapping, geodetic survey.',
'Realised through the second precise levelling network of 1951-1967. Uses Normal heights. Replaces RH00. Replaced in 2005 by RH2000.',
'National Land Survey of Sweden',
'OGP',
TO_DATE('2008-03-14'),
'2002.480 2004.100 2008.013',
0 );
INSERT INTO epsg_datum VALUES ( 5118,
'Nivellement General de la France - Lallemand',
'vertical',
'Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.',
'',
Null,
Null,
1326,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994.',
'OGP',
TO_DATE('1997-11-13'),
'2001.470 2004.060',
0 );
INSERT INTO epsg_datum VALUES ( 5119,
'Nivellement General de la France - IGN69',
'vertical',
'Rivet number M.ac O-VIII on the Marseille tide gauge site, with the height fixed in 1897 at 1.661 metre above mean sea level between February 2nd 1885 and January 1st 1897.',
'1969',
Null,
Null,
1326,
'Geodetic survey, topographic mapping, engineering survey.',
'Uses Normal heights.',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994.',
'OGP',
TO_DATE('1997-11-13'),
'2001.470',
0 );
INSERT INTO epsg_datum VALUES ( 5120,
'IGN78 Corsica',
'vertical',
'Marker MM3 situated on the tide gauge site of Ajaccio. Height is 3.640 metre above mean sea level.',
'1978',
Null,
Null,
1327,
'Geodetic survey, topographic mapping, engineering survey.',
'Uses Normal heights. Replaces NGC (datum code 5189).',
'Conseil National de l''Information Geographique groupe de travail "Reseaux de Nivellement" recommendations v5.1 April 1994.',
'OGP',
TO_DATE('2004-10-14'),
'2001.470 2004.060 2004.564',
0 );
INSERT INTO epsg_datum VALUES ( 5121,
'Maputo',
'vertical',
'Mean sea level at Maputo.',
'',
Null,
Null,
3281,
'Topographic mapping.',
'',
'Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5122,
'Japanese Standard Levelling Datum 1949',
'vertical',
'24.4140 metres above mean sea level Tokyo Bay.',
'1949',
Null,
Null,
3263,
'Topographic mapping, geodetic survey.',
'',
'Ministry of Construction; Japan. http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2004-05-09'),
'2002.080 2004.380',
0 );
INSERT INTO epsg_datum VALUES ( 5123,
'PDO Height Datum 1993',
'vertical',
'',
'1993',
Null,
Null,
3288,
'Oil industry mapping.',
'Misclosure between Muscat and Salalah less than .5 meters with differences from of up to 5 meters from old Fahud Datum. The PHD93 adjustment was initially known as the Spine. Replaces Fahud Vertical Datum (code 5124) from 1993.',
'Petroleum Development Oman',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5124,
'Fahud Height Datum',
'vertical',
'Single MSL determination at Mina Al Fahal.',
'',
Null,
Null,
3288,
'Oil industry mapping.',
'Based on reciprocal trigonometric heighting. Replaced by PHD93 Datum (code 5123) in 1993.',
'Petroleum Development Oman',
'OGP',
TO_DATE('2004-04-07'),
'2004.212',
0 );
INSERT INTO epsg_datum VALUES ( 5125,
'Ha Tien 1960',
'vertical',
'',
'1960',
Null,
Null,
1302,
'Topographic mapping, geodetic survey.',
'In Vietnam replaced by Hon Dau in 1992.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5126,
'Hon Dau 1992',
'vertical',
'',
'1992',
Null,
Null,
3328,
'Topographic mapping, geodetic survey.',
'Replaces Ha Tien in Vietnam.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5127,
'Landesnivellement 1902',
'vertical',
'Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.',
'1902',
Null,
Null,
1286,
'Topographic mapping, cadastral survey.',
'Levelling observations not corrected for gravity field. For scientific purposes, replaced by LHHN95.',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2004-06-16'),
'2004.100',
0 );
INSERT INTO epsg_datum VALUES ( 5128,
'Landeshohennetz 1995',
'vertical',
'Origin at Repere Pierre du Niton (RPN) defined as 373.6 metres above msl. This value derived from msl at Marseille in 1897 through the French Lallemand network.',
'1995',
Null,
Null,
1286,
'Geodetic survey and scientific studies.',
'Orthometric heights. For scientific purposes only, replaces LN02.',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2004-06-16'),
'2004.100',
0 );
INSERT INTO epsg_datum VALUES ( 5129,
'European Vertical Reference Frame 2000',
'vertical',
'Height at Normaal Amsterdams Peil (NAP) is zero, defined through height at UELN bench mark 13600 (52deg22''53"N 4deg54''34"E) of 0.71599m. Datum at NAP is mean high tide in 1684.',
'2000',
Null,
Null,
1299,
'Geodesy.',
'Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaced by EVRF2007 (datum code 5215).',
'European veritical data centre at Bundesamt fuer Kartographie und Geodaesie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/',
'OGP',
TO_DATE('2008-06-24'),
'2008.045 2008.101',
0 );
INSERT INTO epsg_datum VALUES ( 5130,
'Malin Head',
'vertical',
'Mean sea level between January 1960 and December 1969.',
'1970',
Null,
Null,
1305,
'Topographic mapping',
'Orthometric heights.',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5131,
'Belfast Lough',
'vertical',
'Mean sea level between 1951 and 1956 at Clarendon Dock, Belfast.',
'1957',
Null,
Null,
2530,
'Large scale (1:1,250, 1:2,500 and 1:10,000) topographic mapping.',
'Orthometric heights. Malin Head (datum code 5130) used for 1:50,000 and smaller mapping.',
'Ordnance Survey of Northern Ireland',
'OGP',
TO_DATE('2002-09-19'),
'2002.620',
0 );
INSERT INTO epsg_datum VALUES ( 5132,
'Dansk Normal Nul',
'vertical',
'Mean Sea Level at 10 gauges.',
'',
Null,
Null,
3237,
'Topographic mapping and engineering survey',
'Orthometric heights.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5133,
'AIOC 1995',
'vertical',
'Average level of Caspian Sea at the Oil Rocks tide gauge June-September 1995.',
'1995',
Null,
Null,
2592,
'Oil industry mapping.',
'AIOC 1995 datum is 1.7m above Caspian datum and 26.3m below Baltic datum.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5134,
'Black Sea',
'vertical',
'',
'',
Null,
Null,
1102,
'Hydrographic surveying and since break-up of Former Soviet Union also topographic mapping.',
'Black Sea datum is 0.4m below Baltic datum.',
'BP',
'OGP',
TO_DATE('2002-02-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5135,
'Hong Kong Principal Datum',
'vertical',
'1.23m below the mean of 19 years (1965-83) observations of tide levels at North Point, Victoria Harbour.',
'1980',
Null,
Null,
3334,
'Geodetic survey, engineering survey, cadastre.',
'',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2002-06-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5136,
'Hong Kong Chart Datum',
'vertical',
'Approximates to Lowest Astronomic Tide level (LAT).',
'',
Null,
Null,
3335,
'Hydrographic survey and charting.',
'Chart datum is 0.15 metres below Hong Kong Principal Datum (code 5135) and 1.38m below MSL at Quarry Bay.',
'Survey and Mapping Office, Lands Department. Http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2009-06-02'),
'2009.022',
0 );
INSERT INTO epsg_datum VALUES ( 5137,
'Yellow Sea 1985',
'vertical',
'20 years tide readings at Qingdao.',
'1985',
Null,
Null,
3228,
'Topographic mapping, geodetic survey.',
'Replaces Yellow Sea 1956 datum.',
'Guangdong Province Land Resource Information Centre',
'OGP',
TO_DATE('2002-06-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5138,
'Ordnance Datum Newlyn (Orkney Isles)',
'vertical',
'Connected to Newlyn datum by triangulation from the British mainland.',
'',
Null,
Null,
2793,
'Topographic mapping, geodetic survey.',
'Considered as separate from Newlyn because the accuracy of the trigonometric connection across the Pentland Firth does not meet geodetic levelling specifications. Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2004-06-16'),
'2004.100',
0 );
INSERT INTO epsg_datum VALUES ( 5139,
'Fair Isle',
'vertical',
'',
'',
Null,
Null,
2794,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5140,
'Lerwick',
'vertical',
'',
'',
Null,
Null,
2795,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5141,
'Foula',
'vertical',
'',
'',
Null,
Null,
2796,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5142,
'Sule Skerry',
'vertical',
'',
'',
Null,
Null,
2797,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5143,
'North Rona',
'vertical',
'',
'',
Null,
Null,
2798,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5144,
'Stornoway',
'vertical',
'',
'',
Null,
Null,
2799,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5145,
'St Kilda',
'vertical',
'',
'',
Null,
Null,
2800,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5146,
'Flannan Isles',
'vertical',
'',
'',
Null,
Null,
2801,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2006-01-16'),
'2005.880',
0 );
INSERT INTO epsg_datum VALUES ( 5147,
'St Marys',
'vertical',
'',
'',
Null,
Null,
2802,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5148,
'Douglas',
'vertical',
'',
'',
Null,
Null,
2803,
'Topographic mapping, geodetic survey.',
'Orthometric heights.',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5149,
'Fao',
'vertical',
'',
'',
Null,
Null,
3390,
'Topographic mapping, geodetic survey.',
'Established by Hunting Surveys for IPC. In Iran replaced by Bandar Abbas (code 5150). At time of record creation NIOC data in Ahwaz area still usually referenced to Fao. In Iraq replaced by Fao 1979 (code 1028).',
'National Iranian Oil Company (NIOC).',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
0 );
INSERT INTO epsg_datum VALUES ( 5150,
'Bandar Abbas',
'vertical',
'Average sea level at Bandar Abbas 1995-2001.',
'2001',
Null,
Null,
3336,
'Topographic mapping, geodetic survey.',
'Replaces Fao (datum code 5149) in Iran.',
'National Cartographic Centre of Iran',
'OGP',
TO_DATE('2010-03-01'),
'2010.014',
0 );
INSERT INTO epsg_datum VALUES ( 5151,
'Nivellement General de Nouvelle Caledonie',
'vertical',
'Rivet AB01 established by SHOM (Service Hydrographique de la Marine) in 1937 on the Quai des Volontaires in Noumea. Height i: 1.885 metre above mean sea level.',
'1969',
Null,
Null,
2822,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Service Topographique de la Nouvelle Caledonie.',
'OGP',
TO_DATE('2004-03-15'),
'2004.060',
0 );
INSERT INTO epsg_datum VALUES ( 5152,
'Poolbeg',
'vertical',
'Low water mark of the spring tide on the 8 April 1837 at Poolbeg Lighthouse, Dublin.',
'1837',
Null,
Null,
1305,
'Topographic mapping before 1956 in Northern Ireland and 1970 in the Republic of Ireland.',
'Replaced by Belfast Lough and Malin Head (datum codes 5130-31).',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2003-06-27'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5153,
'Nivellement General Guyanais 1977',
'vertical',
'Mean sea level 1936 at Cayenne. Origin = marker BM35 on stone on St Francois battery, Cayenne, with defined elevation of 1.64m above msl. NGG1977 height 0.00m is 1.96m above sounding datum defined at Cayenne in 1936 by SHM.',
'1977',
Null,
Null,
3146,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5154,
'Martinique 1987',
'vertical',
'Mean sea level 1939 at Fort de France. Origin = marker Nbc2 on rebuilt quay wall with defined elevation of 1.38m above msl. Martinique 1987 height 0.00m is 0.56m above SHOM sounding datum.',
'1987',
Null,
Null,
3276,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights. Replaces Martinique 1955 (datum code 5192).',
'IGN Paris',
'OGP',
TO_DATE('2008-09-19'),
'2004.561 2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5155,
'Guadeloupe 1988',
'vertical',
'Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-a-Pitre harbour). Origin = marker GO-7 (formerly AO''-5) with defined height of 2.67m above msl adopted from 1951 value. Guadeloupe 1988 height 0.00m is 0.46m above 1984 sounding datum.',
'1988',
Null,
Null,
2892,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights. Replaces Guadeloupe 1951 (datum code 5193).',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'2004.561 2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5156,
'Reunion 1989',
'vertical',
'Mean sea level during part of November 1949 at port of Saint-Pierre. Origin = marker AB-100 with defined elevation of 13.808m above msl.',
'1989',
Null,
Null,
3337,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights. Replaces Reunion IGN58. Value of marker AB-100 retains height from 1958 adjustment.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'2004.561 2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5157,
'Auckland 1946',
'vertical',
'MSL at Auckland harbour 1909-1923.',
'1946',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5158,
'Bluff 1955',
'vertical',
'MSL at Invercargill harbour over 8 years between 1918 and 1934.',
'1955',
Null,
Null,
1501,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5159,
'Dunedin 1958',
'vertical',
'MSL at Dunedin harbour 1918-1937.',
'1958',
Null,
Null,
1501,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5160,
'Gisborne 1926',
'vertical',
'MSL at Gisborne harbour 1926.',
'1926',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5161,
'Lyttelton 1937',
'vertical',
'MSL at Lyttelton harbour over 9 years between 1918 and 1933.',
'1937',
Null,
Null,
1501,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5162,
'Moturiki 1953',
'vertical',
'MSL at Moturiki Island February 1949 to December 1952.',
'1953',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5163,
'Napier 1962',
'vertical',
'MSL at Napier harbour. Period of derivation unknown.',
'1962',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5164,
'Nelson 1955',
'vertical',
'MSL at Nelson harbour 1939-1942.',
'1955',
Null,
Null,
1501,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5165,
'One Tree Point 1964',
'vertical',
'MSL at Whangarei harbour 1960-1963.',
'1964',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5166,
'Tararu 1952',
'vertical',
'MSL at Tararu Point 1922-1923.',
'1952',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5167,
'Taranaki 1970',
'vertical',
'MSL at Taranaki harbour 1918-1921.',
'1970',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5168,
'Wellington 1953',
'vertical',
'MSL at Wellington harbour 1909-1946.',
'1953',
Null,
Null,
1500,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'OSG Technical Report #10, February 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5169,
'Waitangi (Chatham Island) 1959',
'vertical',
'MSL at Waitangi harbour collected in 1959.',
'1959',
Null,
Null,
2889,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Interim Report GEO/T1/19/51 for LINZ by John Hannah, "An Assessment of New Zealand''s Height Systems and Options for a Future Height System", January 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5170,
'Stewart Island 1977',
'vertical',
'MSL at 3-5 high and low tides at two different locations.',
'1977',
Null,
Null,
3338,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Interim Report GEO/T1/19/51 for LINZ by John Hannah, "An Assessment of New Zealand''s Height Systems and Options for a Future Height System", January 2001.',
'OGP',
TO_DATE('2008-04-04'),
'2008.023',
0 );
INSERT INTO epsg_datum VALUES ( 5171,
'EGM96 geoid',
'vertical',
'WGS 84 ellipsoid.',
'1996',
Null,
Null,
1262,
'Geodesy.',
'',
'NASA http://cddis.gsfc.nasa.gov/926/egm96/egm96.html',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5172,
'Nivellement General du Luxembourg',
'vertical',
'Reference point Wemperhardt defined as 528.030m above Normaal Amsterdams Peil (NAP). Datum at NAP is mean high tide in 1684. Network adjusted in 1995.',
'1995',
Null,
Null,
1146,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Administration du Cadastre et de la Topographie. http://www.etat.lu/ACT',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5173,
'Antalya',
'vertical',
'Mean sea Level at Antalya 1936-71.',
'',
Null,
Null,
3322,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-11-26'),
'2004.722',
0 );
INSERT INTO epsg_datum VALUES ( 5174,
'Norway Normal Nul 1954',
'vertical',
'MSL defined by regression at 7 gauges with between 17 and 67 years observations.',
'1974',
Null,
Null,
1352,
'Geodetic survey, topographic mapping, engineering survey.',
'Includes initial NN1954 system and NNN1957 system. Former name retained. Normal-orthometric heights.',
'Statoil',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5175,
'Durres',
'vertical',
'Mean Sea Level at Durres.',
'',
Null,
Null,
3212,
'Geodetic survey, topographic mapping, engineering survey.',
'Normal-orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5176,
'Gebrauchshohen ADRIA',
'vertical',
'Reference point Hutbiegl defined relative to mean sea level at Trieste in 1875.',
'',
Null,
Null,
1037,
'Geodetic survey, topographic mapping, engineering survey.',
'Normal-orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5177,
'National Vertical Network 1999',
'vertical',
'Reference point Ruse defined relative to mean sea level at Trieste in 1875.',
'1999',
Null,
Null,
3307,
'Geodetic survey, topographic mapping, engineering survey.',
'Normal-orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5178,
'Cascais',
'vertical',
'Mean Sea Level at Cascais 1938.',
'1938',
Null,
Null,
1294,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5179,
'Constanta',
'vertical',
'Mean Sea Level at Constanta.',
'',
Null,
Null,
3295,
'Geodetic survey, topographic mapping, engineering survey.',
'Normal-orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/evrs/Relations.html',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5180,
'Alicante',
'vertical',
'Mean Sea Level at Alicante between 1870 and 1882.',
'',
Null,
Null,
2366,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5181,
'Deutches Haupthohennetz 1992',
'vertical',
'Network adjusted in 1992. Geopotential number at reference point Wallenhorst defined as value from the UELN-73/86 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.',
'1992',
Null,
Null,
3339,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces DHHN85 in West Germany and SNN76 in East Germany. Uses Normal heights.',
'Bundesamt fuer Kartographie und Geodaesie (BKG), http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5182,
'Deutches Haupthohennetz 1985',
'vertical',
'Network adjusted in 1985. Height of reference point Wallenhorst defined as value from 1928 adjustment. Datum at Normaal Amsterdams Peil (NAP) is mean high tide in 1684.',
'1985',
Null,
Null,
2326,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by DHHN92. Uses Normal-orthometric heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5183,
'SNN76',
'vertical',
'Network adjusted in 1976. Height at reference point Hoppegarten defined as 1957 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.',
'1976',
Null,
Null,
1343,
'Geodetic survey, topographic mapping, engineering survey.',
'Uses Normal heights. Replaced by DHHN92.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5184,
'Baltic 1982',
'vertical',
'Network adjusted in 1982. Height at reference point Varna defined as 1958 value from the UPLN adjustment. Datum at Kronstadt is mean sea level of Baltic in 1833.',
'1982',
Null,
Null,
3224,
'Geodetic survey, topographic mapping, engineering survey.',
'Uses Normal heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5185,
'Baltic 1980',
'vertical',
'',
'',
Null,
Null,
1119,
'Geodetic survey, topographic mapping, engineering survey.',
'Uses Normal heights.',
'Eurogeographics, http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2004-03-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5186,
'Kuwait PWD',
'vertical',
'Mean Low Low Water (MLLW) at Kuwait City.',
'',
Null,
Null,
3267,
'Municipality and military purposes.',
'Approximately 1.03m below MSL.',
'Kuwait Oil Company.',
'OGP',
TO_DATE('2004-06-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5187,
'KOC Well Datum',
'vertical',
'',
'1937',
Null,
Null,
3267,
'KOC exploration and field development subsurface work.',
'Approximately 3.22m above MSL.',
'Kuwait Oil Company.',
'OGP',
TO_DATE('2004-06-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5188,
'KOC Construction Datum',
'vertical',
'',
'1952',
Null,
Null,
3267,
'KOC survey control and facilities engineering.',
'Approximately 1.52m below MSL. Created for the construction of the Mina al Ahmadi refinery.',
'Kuwait Oil Company.',
'OGP',
TO_DATE('2004-06-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5189,
'Nivellement General de la Corse 1948',
'vertical',
'Mean sea level at Ajaccio between 1912 and 1937.',
'1948',
Null,
Null,
1327,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by IGN78 Corsica (datum 5120).',
'IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5190,
'Danger 1950',
'vertical',
'Marker near tide gauge at port of Saint Pierre. Height is 1.26 metres above zero of tide gauge.',
'1950',
Null,
Null,
3299,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5191,
'Mayotte 1950',
'vertical',
'Marker on Issoufali jetty at Dzaoudzi. Height is 2.18m above zero of tide gauge.',
'1950',
Null,
Null,
3340,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-10-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5192,
'Martinique 1955',
'vertical',
'Mean sea level at Fort de France 1939. Marker DO-4-II on quay wall with elevation of 1.38m above msl.',
'1955',
Null,
Null,
3276,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights. Replaced by Martinique 1987 (datum code 5154).',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5193,
'Guadeloupe 1951',
'vertical',
'Mean sea level July 1947 to June 1948 at Pointe-Fouillole (Pointe-a-Pitre harbour). Origin = marker AO''-12 with height of 1.917m above msl.',
'1955',
Null,
Null,
2892,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights. Replaced by Guadeloupe 1988 (datum code 5155). Guadeloupe 1951 height 0.00m is 0.629m above 1947-48 sounding datum.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'2008.087',
0 );
INSERT INTO epsg_datum VALUES ( 5194,
'Lagos 1955',
'vertical',
'Mean sea level at Lagos, 1912-1928.',
'1955',
Null,
Null,
3287,
'Geodetic survey, topographic mapping, engineering survey.',
'',
'Ebong et al, AVN International, 1991.',
'OGP',
TO_DATE('2004-10-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5195,
'Nivellement General de Polynesie Francaise',
'vertical',
'',
'',
Null,
Null,
3134,
'Geodetic survey, topographic mapping, engineering survey.',
'The collection of heterogeneous levelling networks throughout the Society Islands of French Polynesia.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5196,
'IGN 1966',
'vertical',
'Fundamental benchmark: RN501',
'1966',
Null,
Null,
3124,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5197,
'Moorea SAU 1981',
'vertical',
'Fundamental benchmark: RN225',
'1981',
Null,
Null,
3125,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5198,
'Raiatea SAU 2001',
'vertical',
'Fundamental benchmark: RN1',
'2001',
Null,
Null,
3136,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5199,
'Maupiti SAU 2001',
'vertical',
'Fundamental benchmark: RN11',
'2001',
Null,
Null,
3126,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5200,
'Huahine SAU 2001',
'vertical',
'Fundamental benchmark: SHOM B3',
'2001',
Null,
Null,
3135,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5201,
'Tahaa SAU 2001',
'vertical',
'Fundamental benchmark: RN16',
'2001',
Null,
Null,
3138,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5202,
'Bora Bora SAU 2001',
'vertical',
'Fundamental benchmark: Vaitape quay SHOM benchmark B.',
'2001',
Null,
Null,
3137,
'Geodetic survey, topographic mapping, engineering survey.',
'Included as part of NGPF - see datum code 5195.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5203,
'EGM84 geoid',
'vertical',
'WGS 84 ellipsoid.',
'1984',
Null,
Null,
1262,
'Geodesy.',
'',
'US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/',
'OGP',
TO_DATE('2005-09-30'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5204,
'International Great Lakes Datum 1955',
'vertical',
'Pointe-au-Pere (Father''s Point), Quebec',
'1955',
Null,
Null,
3468,
'Hydrology.',
'Dynamic heights. Adopted in 1962. Replaced by IGLD 1985 in January 1992.',
'Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data',
'OGP',
TO_DATE('2006-11-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5205,
'International Great Lakes Datum 1985',
'vertical',
'Rimouski, Quebec.',
'1985',
Null,
Null,
3468,
'Hydrology.',
'Dynamic heights. Replaces IGLD 1955 from January 1992.',
'Coordinating Committee on Great Lakes Basic Hydraulic and Hydrologic Data',
'OGP',
TO_DATE('2006-11-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5206,
'Dansk Vertikal Reference 1990',
'vertical',
'Benchmark at Arhus cathedral referenced to mean sea level determined during 1990 at 10 tide gauges: Esbjerg, Fredericia, Frederikshavn, Gedser, Hirtshals, Hornbaek, Korsor, Kobenhavn, Slipshavn and Arhus.',
'',
Null,
Null,
3237,
'Topographic mapping and engineering survey',
'Normal Orthometric heights.',
'Kort \& Matrikelstyrelsen',
'OGP',
TO_DATE('2006-12-01'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5207,
'Croatian Vertical Reference System 1971',
'vertical',
'Mean sea level at five tide gauges in Dubrovnik, Split, Bakar, Rovinj and Kopar at epoch 1971.5',
'1971',
Null,
Null,
3234,
'Geodesy.',
'',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2008-06-09'),
'2008.043',
0 );
INSERT INTO epsg_datum VALUES ( 5208,
'Rikets hojdsystem 2000',
'vertical',
'Adjustment is referenced to mean high tide at Amsterdams Peil in 1684. To account for land level movements caused by isostatic rebound, heights are reduced to epoch 2000.0 using values computed from the RH 2000 LU (=NKG2005LU) uplift model.',
'2000',
Null,
Null,
3313,
'Topographic mapping, geodetic survey.',
'Realised through the third precise levelling network of 1979-2003. Adopted in 2005, replacing RH70. Uses Normal heights.',
'National Land Survey of Sweden',
'OGP',
TO_DATE('2008-03-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5209,
'Rikets hojdsystem 1900',
'vertical',
'Adjustment is referenced to mean sea level at Slussen, Stockholm.',
'1900',
Null,
Null,
3313,
'Topographic mapping, engineering survey.',
'Realised through the first precise levelling network of 1886-1905. Replaced by RH70.',
'National Land Survey of Sweden',
'OGP',
TO_DATE('2008-03-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5210,
'IGN 1988 LS',
'vertical',
'Mean sea level 1984 at Terre de Haut. Origin = marker O de -5 with defined height of 1.441m above msl. IGN 1988 LS height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-a-Pitre (see datum code 5155, CRS 5757).',
'1988',
Null,
Null,
2895,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5211,
'IGN 1988 MG',
'vertical',
'Mean sea level 1987 at Grand-Bourg. Origin = marker M0-I with defined height of 0.832m above msl. IGN 1988 MG height 0.00m is 0.46m above 1987 sounding datum; this approximately corresponds with msl at Pointe-a-Pitre (see datum code 5155, CRS code 5757).',
'1988',
Null,
Null,
2894,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5212,
'IGN 1992 LD',
'vertical',
'Mean sea level at Pointe-a-Pitre. Origin = marker A with defined height of 0.792m above msl. IGN 1992 LD height 0.00m is 0.629m above sounding datum at Pointe-a-Pitre.',
'1992',
Null,
Null,
2893,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5213,
'IGN 1988 SB',
'vertical',
'Mean sea level 1988 at port of Gustavia. Origin = marker A.ef-2 with defined height of 0.621m above msl. IGN 1988 SB height 0.00m deduced to be 0.201m above mean sea level at Pointe-a-Pitre.',
'1988',
Null,
Null,
2891,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5214,
'IGN 1988 SM',
'vertical',
'Mean sea level 1949-1950 deduced at Fort Marigot. Origin = marker AS-13 with defined height of 6.990m above msl. IGN 1988 SM height 0.00m deduced to be 0.41m above sounding datum.',
'1988',
Null,
Null,
2890,
'Geodetic survey, topographic mapping, engineering survey.',
'Orthometric heights.',
'IGN Paris',
'OGP',
TO_DATE('2008-09-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 5215,
'European Vertical Reference Frame 2007',
'vertical',
'13 stations (to be completed)',
'2007',
Null,
Null,
3594,
'Geodesy.',
'Realised by geopotential numbers and Normal heights of the United European Levelling Network. Replaces EVRF2000 (datum code 5129).',
'European veritical data centre at Bundesamt fuer Kartographie und Geodaesie (BKG), Leipzig branch. http://crs.bkg.bund.de/evrs/',
'OGP',
TO_DATE('2008-11-21'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6001,
'Not specified (based on Airy 1830 ellipsoid)',
'geodetic',
'',
'',
7001,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6002,
'Not specified (based on Airy Modified 1849 ellipsoid)',
'geodetic',
'',
'',
7002,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6003,
'Not specified (based on Australian National Spheroid)',
'geodetic',
'',
'',
7003,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6004,
'Not specified (based on Bessel 1841 ellipsoid)',
'geodetic',
'',
'',
7004,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6005,
'Not specified (based on Bessel Modified ellipsoid)',
'geodetic',
'',
'',
7005,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6006,
'Not specified (based on Bessel Namibia ellipsoid)',
'geodetic',
'',
'',
7046,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2001-01-21'),
'1996.080 2000.420 2001.150',
0 );
INSERT INTO epsg_datum VALUES ( 6007,
'Not specified (based on Clarke 1858 ellipsoid)',
'geodetic',
'',
'',
7007,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6008,
'Not specified (based on Clarke 1866 ellipsoid)',
'geodetic',
'',
'',
7008,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6009,
'Not specified (based on Clarke 1866 Michigan ellipsoid)',
'geodetic',
'',
'',
7009,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6010,
'Not specified (based on Clarke 1880 (Benoit) ellipsoid)',
'geodetic',
'',
'',
7010,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6011,
'Not specified (based on Clarke 1880 (IGN) ellipsoid)',
'geodetic',
'',
'',
7011,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6012,
'Not specified (based on Clarke 1880 (RGS) ellipsoid)',
'geodetic',
'',
'',
7012,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6013,
'Not specified (based on Clarke 1880 (Arc) ellipsoid)',
'geodetic',
'',
'',
7013,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6014,
'Not specified (based on Clarke 1880 (SGA 1922) ellipsoid)',
'geodetic',
'',
'',
7014,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6015,
'Not specified (based on Everest 1830 (1937 Adjustment) ellipsoid)',
'geodetic',
'',
'',
7015,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6016,
'Not specified (based on Everest 1830 (1967 Definition) ellipsoid)',
'geodetic',
'',
'',
7016,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6018,
'Not specified (based on Everest 1830 Modified ellipsoid)',
'geodetic',
'',
'',
7018,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6019,
'Not specified (based on GRS 1980 ellipsoid)',
'geodetic',
'',
'',
7019,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6020,
'Not specified (based on Helmert 1906 ellipsoid)',
'geodetic',
'',
'',
7020,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6021,
'Not specified (based on Indonesian National Spheroid)',
'geodetic',
'',
'',
7021,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6022,
'Not specified (based on International 1924 ellipsoid)',
'geodetic',
'',
'',
7022,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6024,
'Not specified (based on Krassowsky 1940 ellipsoid)',
'geodetic',
'',
'',
7024,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6025,
'Not specified (based on NWL 9D ellipsoid)',
'geodetic',
'',
'',
7025,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6027,
'Not specified (based on Plessis 1817 ellipsoid)',
'geodetic',
'',
'',
7027,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6028,
'Not specified (based on Struve 1860 ellipsoid)',
'geodetic',
'',
'',
7028,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6029,
'Not specified (based on War Office ellipsoid)',
'geodetic',
'',
'',
7029,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6030,
'Not specified (based on WGS 84 ellipsoid)',
'geodetic',
'',
'',
7030,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6031,
'Not specified (based on GEM 10C ellipsoid)',
'geodetic',
'',
'',
7031,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6032,
'Not specified (based on OSU86F ellipsoid)',
'geodetic',
'',
'',
7032,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6033,
'Not specified (based on OSU91A ellipsoid)',
'geodetic',
'',
'',
7033,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6034,
'Not specified (based on Clarke 1880 ellipsoid)',
'geodetic',
'',
'',
7034,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'1996.080 2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6035,
'Not specified (based on Authalic Sphere)',
'geodetic',
'',
'',
7035,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown. Deprecated and replaced by 6047.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'1996.080 2000.420',
1 );
INSERT INTO epsg_datum VALUES ( 6036,
'Not specified (based on GRS 1967 ellipsoid)',
'geodetic',
'',
'',
7036,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6041,
'Not specified (based on Average Terrestrial System 1977 ellipsoid)',
'geodetic',
'',
'',
7041,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6042,
'Not specified (based on Everest (1830 Definition) ellipsoid)',
'geodetic',
'',
'',
7042,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6043,
'Not specified (based on WGS 72 ellipsoid)',
'geodetic',
'',
'',
7043,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6044,
'Not specified (based on Everest 1830 (1962 Definition) ellipsoid)',
'geodetic',
'',
'',
7044,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6045,
'Not specified (based on Everest 1830 (1975 Definition) ellipsoid)',
'geodetic',
'',
'',
7045,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2000-05-03'),
'2000.420',
0 );
INSERT INTO epsg_datum VALUES ( 6047,
'Not specified (based on GRS 1980 Authalic Sphere)',
'geodetic',
'',
'',
7048,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'2001.190 2003.330',
0 );
INSERT INTO epsg_datum VALUES ( 6052,
'Not specified (based on Clarke 1866 Authalic Sphere)',
'geodetic',
'',
'',
7052,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6053,
'Not specified (based on International 1924 Authalic Sphere)',
'geodetic',
'',
'',
7057,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2006-09-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6054,
'Not specified (based on Hughes 1980 ellipsoid)',
'geodetic',
'',
'',
7058,
8901,
1263,
'Not a valid datum.',
'Included for coordinate reference systems where datum is unknown.',
'OGP',
'OGP',
TO_DATE('2006-09-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6055,
'Popular Visualisation Datum',
'geodetic',
'Not specified in the classical sense of defining a geodetic datum.',
'',
7059,
8901,
1262,
'Used by certain popular Web mapping and visualisation applications.',
'Not recognised by geodetic authorities.',
'Microsoft.',
'OGP',
TO_DATE('2008-03-13'),
'2008.114',
1 );
INSERT INTO epsg_datum VALUES ( 6120,
'Greek',
'geodetic',
'Fundamental point: Athens Observatory. Latitude 37deg58''20.132"N, longitude 23deg42''58.815"E (of Greenwich)',
'',
7004,
8901,
1106,
'Topographic mapping.',
'See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection. Replaced by GGRS87 (code 6121).',
'Topography Department; National Technical University of Athens',
'OGP',
TO_DATE('2008-06-24'),
'2004.183 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6121,
'Greek Geodetic Reference System 1987',
'geodetic',
'Fundamental point: Dionysos. Latitude 38deg04''33.8"N, longitude 23deg55''51.0"E of Greenwich; geoid height 7.0 m.',
'1987',
7019,
8901,
1106,
'Topographic mapping.',
'Replaced (old) Greek datum. Oil industry work based on ED50.',
'L. Portokalakis; Public Petroleum Corporation of Greece',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6122,
'Average Terrestrial System 1977',
'geodetic',
'',
'1977',
7041,
8901,
1283,
'Topographic mapping.',
'In use from 1979. To be phased out in late 1990''s.',
'New Brunswick Geographic Information Corporation land and water information standards manual.',
'OGP',
TO_DATE('1997-07-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6123,
'Kartastokoordinaattijarjestelma (1966)',
'geodetic',
'Adjustment with fundamental point SF31 based on ED50 transformed to best fit the older VVJ adjustment.',
'1966',
7022,
8901,
1095,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Adopted in 1970.',
'National Land Survey of Finland; http://www.maanmittauslaitos.fi',
'OGP',
TO_DATE('2006-03-31'),
'2006.270',
0 );
INSERT INTO epsg_datum VALUES ( 6124,
'Rikets koordinatsystem 1990',
'geodetic',
'',
'1982',
7004,
8901,
1225,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces RT38 adjustment (datum code 6308)',
'National Land Survey of Sweden',
'OGP',
TO_DATE('1997-11-13'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6125,
'Samboja',
'geodetic',
'Original origin station P2 Exc now destroyed. Extensions recomputed using Toran station T9 as origin.',
'',
7004,
8901,
1328,
'Topographic mapping.',
'',
'Total Indonesia.',
'OGP',
TO_DATE('1997-11-13'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6126,
'Lithuania 1994 (ETRS89)',
'geodetic',
'Constrained to 4 ETRS89 points in Lithuania from the EUREF Baltic 1992 campaign..',
'1994',
7019,
8901,
1145,
'Topographic mapping, geodetic survey.',
'Densification of ETRS89 during the 1992 Baltic campaign.',
'HNIT-Baltic GeoInfoServisas',
'OGP',
TO_DATE('1998-03-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6127,
'Tete',
'geodetic',
'Fundamental point: Tete.',
'',
7008,
8901,
3281,
'Topographic mapping.',
'',
'Mozambique Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6128,
'Madzansua',
'geodetic',
'Fundamental point: Madzansua.',
'',
7008,
8901,
1315,
'Topographic mapping.',
'Replaced by transformation to Tete datum (datum code 6127).',
'Mozambique Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6129,
'Observatario',
'geodetic',
'Fundamental point: Maputo observatory.',
'',
7008,
8901,
1329,
'Topographic mapping.',
'Replaced by transformation to Tete datum (datum code 6127).',
'Mozambique Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('1998-04-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6130,
'Moznet (ITRF94)',
'geodetic',
'ITRF94 at epoch 1996.9',
'',
7030,
8901,
1167,
'Topographic mapping.',
'',
'Mozambique Direccao Nacional de Geografia e Cadastral (DINAGECA).',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6131,
'Indian 1960',
'geodetic',
'DMA extension over IndoChina of the Indian 1954 network adjusted to better fit local geoid.',
'',
7015,
8901,
1302,
'Topographic mapping.',
'Also known as Indian (DMA Reduced).',
'',
'OGP',
TO_DATE('2003-12-31'),
'2003.361',
0 );
INSERT INTO epsg_datum VALUES ( 6132,
'Final Datum 1958',
'geodetic',
'Fundamental point: Maniyur. Latitude: 31deg23''59.19"N, longitude: 48deg32''31.38"E (of Greenwich).',
'',
7012,
8901,
1300,
'Oil industry mapping.',
'Network included in Nahrwan 1967 adjustment.',
'IOEPC records',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6133,
'Estonia 1992',
'geodetic',
'Densification from 4 ETRS89 points.',
'1992',
7019,
8901,
1090,
'Topographic mapping, Geodetic survey.',
'Based on ETRS89 as established during the 1992 Baltic campaign. Replaced by Estonia 1997 adjustment (code 6180).',
'http://www.geo.ut.ee',
'OGP',
TO_DATE('2005-09-06'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6134,
'PDO Survey Datum 1993',
'geodetic',
'Adjustment best fitted to Fahud network.',
'1993',
7012,
8901,
3288,
'Oil industry mapping.',
'Replaces Fahud datum (code 6232). Maximum differences to Fahud adjustment are 20 metres.',
'Petroleum Development Oman',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6135,
'Old Hawaiian',
'geodetic',
'Fundamental point: Oahu West Base Astro. Latitude: 21deg18''13.89"N, longitude 157deg50''55.79"W (of Greenwich)',
'',
7008,
8901,
1334,
'Topographic mapping.',
'Hawaiian Islands were never on NAD27 but rather on Old Hawaiian Datum. NADCON conversion program provides transformation from Old Hawaiian Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.',
'http://www.ngs.noaa.gov/ (NADCON readme file).',
'OGP',
TO_DATE('2008-06-24'),
'2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6136,
'St. Lawrence Island',
'geodetic',
'',
'',
7008,
8901,
1332,
'Topographic mapping.',
'Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Lawrence Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.',
'http://www.ngs.noaa.gov/ (NADCON readme file)',
'OGP',
TO_DATE('1999-05-24'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6137,
'St. Paul Island',
'geodetic',
'Fundamental point latitude: 57deg07''16.86"N, longitude: 170deg16''24.00"W (of Greenwich).',
'',
7008,
8901,
1333,
'Topographic mapping.',
'Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. Paul Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.',
'http://www.ngs.noaa.gov/ (NADCON readme file)',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6138,
'St. George Island',
'geodetic',
'Fundamental point latitude: 56deg36''11.31"N, longitude: 169deg32''36.00"W (of Greenwich).',
'',
7008,
8901,
1331,
'Topographic mapping.',
'Many Alaskan islands were never on NAD27 but rather on independent datums. NADCON conversion program provides transformation from St. George Island Datum to NAD83 (original 1986 realization) - making the transformation appear to user as if from NAD27.',
'http://www.ngs.noaa.gov/ (NADCON readme file)',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6139,
'Puerto Rico',
'geodetic',
'Fundamental point: Cardona Island Lighthouse. Latitude:17deg57''31.40"N, longitude: 66deg38''07.53"W (of Greenwich).',
'1901',
7008,
8901,
1335,
'Topographic mapping.',
'NADCON conversion program provides transformation from Puerto Rico Datum to NAD83 (original 1986 realization) but making the transformation appear to user as if from NAD27.',
'Ordnance Survey of Great Britain and http://www.ngs.noaa.gov/ (NADCON readme file).',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6140,
'NAD83 Canadian Spatial Reference System',
'geodetic',
'',
'1998',
7019,
8901,
1061,
'Geodetic survey.',
'',
'Natural Resources of Canada, CSRS website. http://www.geod.nrcan.gc.ca',
'OGP',
TO_DATE('2007-09-25'),
'2005.880 2006.461 2007.026 2007.092',
0 );
INSERT INTO epsg_datum VALUES ( 6141,
'Israel',
'geodetic',
'Fundamental point: Latitude: 31deg44''03.817"N, longitude: 35deg12''16.261"E (of Greenwich).',
'',
7019,
8901,
2603,
'Topographic mapping.',
'',
'Survey of Israel.',
'OGP',
TO_DATE('2008-06-24'),
'2002.340 2004.150 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6142,
'Locodjo 1965',
'geodetic',
'Fundamental point: T5 Banco. Latitude: 5deg18''50.5"N, longitude: 4deg02''05.1"W (of Greenwich).',
'1965',
7012,
8901,
1075,
'Topographic mapping.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6143,
'Abidjan 1987',
'geodetic',
'Fundamental point: Abidjan I. Latitude: 5deg18''51.01"N, longitude: 4deg02''06.04"W (of Greenwich).',
'1987',
7012,
8901,
1075,
'Topographic mapping.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6144,
'Kalianpur 1937',
'geodetic',
'Fundamental point: Kalianpur. Latitude: 24deg 07''11.260"N, longitude: 77deg39''17.570"E (of Greenwich).',
'1937',
7015,
8901,
1308,
'Topographic mapping.',
'Replaces 1880 adjustment except for topographic mapping. Replaced in Bangladesh and Pakistan by 1962 metrication conversion and in India by 1975 metrication conversion.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6145,
'Kalianpur 1962',
'geodetic',
'Fundamental point: Kalianpur. Latitude: 24deg 07''11.260"N, longitude: 77deg39''17.570"E (of Greenwich).',
'1962',
7044,
8901,
3289,
'Topographic mapping.',
'1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1962).',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6146,
'Kalianpur 1975',
'geodetic',
'Fundamental point: Kalianpur. Latitude: 24deg 07''11.260"N, longitude: 77deg39''17.570"E (of Greenwich).',
'1975',
7045,
8901,
3341,
'Topographic mapping.',
'1937 adjustment rescaled by ratio metric conversions of Indian foot (1937) to Indian foot (1975).',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6147,
'Hanoi 1972',
'geodetic',
'',
'1972',
7024,
8901,
3328,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'PetroVietnam',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6148,
'Hartebeesthoek94',
'geodetic',
'Coincident with ITRF91 at epoch 1994.0 at Hartebeesthoek astronomical observatory near Pretoria.',
'1994',
7030,
8901,
1215,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Cape datum (code 6222).',
'Directorate of Surveys and Mapping; http://w3sli.wcape.gov.za/surveys/mapping/wgs84.htm',
'OGP',
TO_DATE('2006-08-18'),
'1999.960 2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6149,
'CH1903',
'geodetic',
'Fundamental point: Old Bern observatory. Latitude: 46deg57''08.660"N, longitude: 7deg26''22.500"E (of Greenwich).',
'1903',
7004,
8901,
1286,
'Topographic mapping.',
'',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6150,
'CH1903+',
'geodetic',
'Fundamental point: Zimmerwald observatory.',
'',
7004,
8901,
1286,
'Geodetic survey, topographic mapping.',
'',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('2001-11-06'),
'2001.520',
0 );
INSERT INTO epsg_datum VALUES ( 6151,
'Swiss Terrestrial Reference Frame 1995',
'geodetic',
'ETRF89 at epoch 1993.0',
'1995',
7019,
8901,
1286,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Bundesamt fuer Landestopographie. Aufbau der Landesvermessung der Schweiz ''LV95'' Teil 3: Terrestrische Bezugssysteme und Bezugsrahmen. L+T 1999.',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6152,
'NAD83 (High Accuracy Regional Network)',
'geodetic',
'',
'',
7019,
8901,
1337,
'Geodetic survey.',
'',
'National Geodetic Survey',
'OGP',
TO_DATE('2009-07-29'),
'2009.044',
0 );
INSERT INTO epsg_datum VALUES ( 6153,
'Rassadiran',
'geodetic',
'Fundamental point: Total1. Latitude: 27deg31''07.784"N, longitude: 52deg36''12.741"E (of Greenwich).',
'1998',
7022,
8901,
1338,
'Oil industry mapping.',
'',
'Total-Fina',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6154,
'European Datum 1950(1977)',
'geodetic',
'Extension of ED50 over Iran.',
'1977',
7022,
8901,
1123,
'Topographic mapping.',
'Sometimes referred to as ED50-ED77.',
'National Cartographic Centre of Iran',
'OGP',
TO_DATE('1999-11-20'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6155,
'Dabola 1981',
'geodetic',
'',
'1981',
7011,
8901,
3257,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('1999-12-09'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6156,
'Jednotne Trigonometricke Site Katastralni',
'geodetic',
'Modification of Austrian MGI datum, code 6312.',
'',
7004,
8901,
1306,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'S-JTSK = System of the Unified Trigonometrical Cadastral Network.',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2001-11-06'),
'2001.260 2001.510',
0 );
INSERT INTO epsg_datum VALUES ( 6157,
'Mount Dillon',
'geodetic',
'Fundamental point: Mount Dillon triangulation station. Latitude: 11deg15''07.843"N, longitude: 60deg41''09.632"W (of Greenwich).',
'',
7007,
8901,
1322,
'Topographic mapping.',
'',
'University of the West Indies Geodetic Services.',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6158,
'Naparima 1955',
'geodetic',
'Fundamental point: Naparima. Latitude: 10deg16''44.860"N, longitude: 61deg27''34.620"W (of Greenwich).',
'1955',
7022,
8901,
3143,
'Topographic mapping.',
'Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6159,
'European Libyan Datum 1979',
'geodetic',
'Extension of ED50 over Libya.',
'1979',
7022,
8901,
1143,
'Topographic mapping.',
'',
'Brown and Root',
'OGP',
TO_DATE('2003-12-31'),
'2003.362',
0 );
INSERT INTO epsg_datum VALUES ( 6160,
'Chos Malal 1914',
'geodetic',
'Chos Malal police station.',
'1914',
7022,
8901,
1292,
'Oil industry mapping.',
'Also known as Quini-Huao. Replaced by Campo Inchauspe (code 6221).',
'Various oil company records.',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6161,
'Pampa del Castillo',
'geodetic',
'',
'',
7022,
8901,
1265,
'Oil industry mapping.',
'Used in Comodoro Rivadavia area. Replaced by Campo Inchauspe (code 6221).',
'Various oil company records.',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6162,
'Korean Datum 1985',
'geodetic',
'Fundamental point: Suwon. Latitude 37deg16''31.9034"N, longitude 127deg03''05.1451"E of Greenwich.',
'1985',
7004,
8901,
3266,
'Topographic mapping.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1999. http://www.asprs.org/',
'OGP',
TO_DATE('2008-06-24'),
'2001.280 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6163,
'Yemen National Geodetic Network 1996',
'geodetic',
'Sana''a IGN reference marker.',
'1996',
7030,
8901,
1257,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6164,
'South Yemen',
'geodetic',
'',
'',
7024,
8901,
1340,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6165,
'Bissau',
'geodetic',
'',
'',
7022,
8901,
3258,
'Topographic mapping.',
'',
'NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf',
'OGP',
TO_DATE('2005-09-05'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6166,
'Korean Datum 1995',
'geodetic',
'',
'1995',
7030,
8901,
3266,
'Topographic mapping.',
'',
'NIMA TR8350.2 ftp://164.214.2.65/pub/gig/tr8350.2/changes.pdf',
'OGP',
TO_DATE('2005-09-05'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6167,
'New Zealand Geodetic Datum 2000',
'geodetic',
'Based on ITRF96 at epoch 2000.0',
'2000',
7019,
8901,
1175,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces New Zealand Geodetic Datum 1949 (code 6272) and Chatham Islands Datum 1979 (code 6673) from March 2000.',
'Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp',
'OGP',
TO_DATE('2007-09-29'),
'2004.110 2007.090',
0 );
INSERT INTO epsg_datum VALUES ( 6168,
'Accra',
'geodetic',
'Fundamental point: GCS Station 547. Latitude: 5deg23''43.3"N, longitude: 0deg11''52.3"W (of Greenwich).',
'',
7029,
8901,
1104,
'Topographic mapping.',
'Replaced in 1978 by Leigon datum (code 6250).',
'Ordnance Survey International',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6169,
'American Samoa 1962',
'geodetic',
'Fundamental point: Betty 13 eccentric. Latitude: 14deg20''08.34"S, longitude: 170deg42''52.25"W (of Greenwich).',
'1962',
7008,
8901,
3109,
'Topographic mapping.',
'',
'NIMA TR8350.2 revision of January 2000. Oil industry sources for origin description details.',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.230 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6170,
'Sistema de Referencia Geocentrico para America del Sur 1995',
'geodetic',
'ITRF94 at epoch 1995.42.',
'1995',
7019,
8901,
3448,
'Geodetic survey.',
'Realised by a frame of 58 stations observed in 1995 and adjusted in the ITRF94. Replaced by SIRGAS 2000.',
'NIMA TR8350.2 revision of January 2000. Also http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2006-08-18'),
'2004.250 2005.460 2006.465 2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6171,
'Reseau Geodesique Francais 1993',
'geodetic',
'Coincident with ETRS89 at epoch 1993.0',
'1993',
7019,
8901,
1096,
'Geodetic survey.',
'',
'http://www.ign.fr/ via TotalFinaElf',
'OGP',
TO_DATE('2005-09-05'),
'2001.510 2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6172,
'Posiciones Geodesicas Argentinas',
'geodetic',
'',
'1994',
7019,
8901,
1033,
'Topographic mapping, geodetic survey.',
'Una red geodesica de 127 puntos materializados en el terreno que definen el Sistema Geodesico Nacional. [A geodetic network of 127 points defining the National Geodetic System.] Replaced by POSGAR98 (code 6190).',
'http://www.igm.gov.ar/posgar.html',
'OGP',
TO_DATE('2000-10-19'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6173,
'IRENET95',
'geodetic',
'ETRS89 stations in Ireland',
'1995',
7019,
8901,
1305,
'Geodetic survey.',
'Densification of ETRS89',
'Ordnance Survey of Ireland',
'OGP',
TO_DATE('2004-04-07'),
'2004.220',
0 );
INSERT INTO epsg_datum VALUES ( 6174,
'Sierra Leone Colony 1924',
'geodetic',
'Fundamental point: Kortright. Latitude: 8deg28''44.4"N, longitude: 13deg13''03.81"W (of Greenwich).',
'1924',
7029,
8901,
1342,
'Topographic mapping, engineering survey.',
'',
'Ordnance Survey International.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6175,
'Sierra Leone 1968',
'geodetic',
'Fundamental point: SLX2 Astro. Latitude: 8deg27''17.567"N, longitude: 12deg49''40.186"W (of Greenwich).',
'1968',
7012,
8901,
3306,
'Topographic mapping, engineering survey.',
'Extension and readjustment with additional observations of 1960 network. Coordinates of 1960 stations change by less than 3 metres.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6176,
'Australian Antarctic Datum 1998',
'geodetic',
'',
'1998',
7019,
8901,
1278,
'Topographic mapping.',
'',
'Standards Australia',
'OGP',
TO_DATE('2006-01-30'),
'2006.080',
0 );
INSERT INTO epsg_datum VALUES ( 6178,
'Pulkovo 1942(83)',
'geodetic',
'Fundamental point: Pulkovo observatory. Latitude: 59deg46''18.550"N, longitude: 30deg19''42.090"E (of Greenwich).',
'1983',
7024,
8901,
3574,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'1983 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe.',
'Bundesamt fuer Kartographie und Geodaesie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2008.045 2008.011',
0 );
INSERT INTO epsg_datum VALUES ( 6179,
'Pulkovo 1942(58)',
'geodetic',
'Fundamental point: Pulkovo observatory. Latitude: 59deg46''18.550"N, longitude: 30deg19''42.090"E (of Greenwich).',
'1956',
7024,
8901,
3574,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'1956 international adjustment of Uniform Astro-Geodetic Network of countries of central and eastern Europe. Locally densified during 1957 and 1958.',
'Glowny Urzad Geodezji i Kartografii via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-09-24'),
'2008.011 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6180,
'Estonia 1997',
'geodetic',
'Densification of ETRS89 during EUREF-ESTONIA97 campaign through transformation from ITRF96 at epoch 1997.56.',
'1997',
7019,
8901,
1090,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Estonia 1992 adjustment (code 6133).',
'Estonian National Land Board via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6181,
'Luxembourg 1930',
'geodetic',
'Fundamental point: northern station of Habay-la-Neuve baseline in Belgium. Latitude: 49deg43''24.408"N, longitude: 5deg38''22.470"E (of Greenwich).',
'1930',
7022,
8901,
1146,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Administration du Cadastre et de la Topographie via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6182,
'Azores Occidental Islands 1939',
'geodetic',
'Fundamental point: Observatario Meteorologico Flores.',
'1939',
7022,
8901,
1344,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2005-12-30'),
'2005.850',
0 );
INSERT INTO epsg_datum VALUES ( 6183,
'Azores Central Islands 1948',
'geodetic',
'Fundamental point: Graciosa south west base. Latitude: 39deg03''54.934"N, longitude: 28deg02''23.882"W (of Greenwich).',
'1948',
7022,
8901,
1301,
'Topographic mapping.',
'Replaced by 1995 adjustment (datum code 6665).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/ Oil industry sources for origin description details.',
'OGP',
TO_DATE('2008-06-24'),
'2002.250 2003.231 2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6184,
'Azores Oriental Islands 1940',
'geodetic',
'Fundamental point: Forte de Sao Bras.',
'1940',
7022,
8901,
1345,
'Topographic mapping.',
'Replaced by 1995 adjustment (datum code 6664).',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2003-08-14'),
'2003.231',
0 );
INSERT INTO epsg_datum VALUES ( 6185,
'Madeira 1936',
'geodetic',
'Fundamental point: Madeira SE Base.',
'1936',
7022,
8901,
1314,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon via EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-06-05'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6188,
'OSNI 1952',
'geodetic',
'Position fixed to the coordinates from the 19th century Principle Triangulation of station Divis. Scale and orientation controlled by position of Principle Triangulation stations Knocklayd and Trostan.',
'1952',
7001,
8901,
2530,
'Geodetic survey and topographic mapping.',
'Replaced by Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).',
'Ordnance Survey of Northern Ireland.',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6189,
'Red Geodesica Venezolana',
'geodetic',
'Realised by a frame of 67 stations observed in 1995 as a densification of the SIRGAS campaign and adjusted in the ITRF94.',
'2000',
7019,
8901,
1251,
'Geodetic survey.',
'',
'Servicio Autonomo de Geografia y Cartografia Nacional.',
'OGP',
TO_DATE('2001-06-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6190,
'Posiciones Geodesicas Argentinas 1998',
'geodetic',
'A geodetic network of 136 high accuracy surveyed points. Densification of SIRGAS 1995; ITRF94 at epoch 1995.42.',
'1998',
7019,
8901,
1033,
'Geodetic survey.',
'Technically, but at this record revision date not legally, replaces the 1994 POSGAR adjustment (code 6694).',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2005-09-12'),
'2003.361 2005.460 2005.480 2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6191,
'Albanian 1987',
'geodetic',
'',
'1987',
7024,
8901,
1025,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2001-11-06'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6192,
'Douala 1948',
'geodetic',
'South pillar of Douala base; 4deg00''40.64"N, 9deg42''30.41"E (of Greenwich).',
'1948',
7022,
8901,
2555,
'Topographic mapping.',
'Replaced by Manoca 1962 datum (code 6193).',
'TotalFinaElf',
'OGP',
TO_DATE('2008-06-24'),
'2005.830 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6193,
'Manoca 1962',
'geodetic',
'Reservoir centre at the Manoca tower ("tube Suel"), 3deg51''49.896"N, 9deg36''49.347"E (of Greenwich).',
'1962',
7011,
8901,
2555,
'Topographic mapping.',
'The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version. Replaces Douala 1948 (code 6192).',
'TotalFinaElf',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6194,
'Qornoq 1927',
'geodetic',
'Fundamental point: Station 7008. Latitude: 64deg31''06.27"N, longitude: 51deg12''24.86"W (of Greenwich).',
'1927',
7022,
8901,
3362,
'Topographic mapping.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen. Origin coordinates from NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.460 2006.220 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6195,
'Scoresbysund 1952',
'geodetic',
'',
'1952',
7022,
8901,
2570,
'Topographic mapping.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-18'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6196,
'Ammassalik 1958',
'geodetic',
'',
'1958',
7022,
8901,
2571,
'Topographic mapping.',
'',
'Kort \& Matrikelstyrelsen, Copenhagen.',
'OGP',
TO_DATE('2002-01-18'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6197,
'Garoua',
'geodetic',
'Fundamental point: IGN astronomical station and benchmark no. 16 at Tongo. Latitude 8deg55''08.74"N, longitude 13deg30''43.19"E (of Greenwich).',
'',
7012,
8901,
2590,
'Topographic mapping.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6198,
'Kousseri',
'geodetic',
'IGN astronomical station Dabanga; 11deg55''05.9"N 14deg38''40.8"E (of Greenwich).',
'',
7012,
8901,
2591,
'Topographic mapping.',
'',
'TotalFinaElf',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6199,
'Egypt 1930',
'geodetic',
'Fundamental point: Station F1 (Venus). Latitude: 30deg01''42.86"N, longitude: 31deg16''37.05"E (of Greenwich).',
'1930',
7022,
8901,
3242,
'Used for scientific purposes only.',
'Note that Egypt 1930 uses the International 1924 ellipsoid, unlike the Egypt 1907 datum (code 6229) which uses the Helmert ellipsoid. Oil industry references to the Egypt 1930 datum name and the Helmert ellipsoid probably mean Egypt 1907 datum.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6200,
'Pulkovo 1995',
'geodetic',
'Fundamental point: Pulkovo observatory. Latitude: 59deg46''15.359"N, longitude: 30deg19''28.318"E (of Greenwich).',
'1995',
7024,
8901,
1198,
'Scientific adjustment.',
'',
'"Main Terms of Reference for the State Geodetic Network"; Federal Geodetic Service of Russia; 1994',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6201,
'Adindan',
'geodetic',
'Fundamental point: Station 15; Adindan. Latitude: 22deg10''07.110"N, longitude: 31deg29''21.608"E (of Greenwich).',
'',
7012,
8901,
1271,
'Topographic mapping.',
'The 12th parallel traverse of 1966-70 (Point 58 datum, code 6620) is connected to the Adindan network in western Sudan. This has given rise to misconceptions that the Adindan network is used in west Africa.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2002.431 2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6202,
'Australian Geodetic Datum 1966',
'geodetic',
'Fundamental point: Johnson Memorial Cairn. Latitude: 25deg56''54.5515"S, longitude: 133deg12''30.0771"E (of Greenwich).',
'1966',
7003,
8901,
1279,
'Topographic mapping.',
'',
'Australian Map Grid Technical Manual. National Mapping Council of Australia Technical Publication 7; 1972.',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6203,
'Australian Geodetic Datum 1984',
'geodetic',
'Fundamental point: Johnson Memorial Cairn. Latitude: 25deg56''54.5515"S, longitude: 133deg12''30.0771"E (of Greenwich).',
'1984',
7003,
8901,
2576,
'Topographic mapping.',
'Uses all data from 1966 adjustment with additional observations, improved software and a geoid model.',
'"GDA technical manual v2_2", Intergovernmental Committee on Surveying and Mapping. www.anzlic.org.au/icsm/gdtm/',
'OGP',
TO_DATE('2008-06-24'),
'2003.290 2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6204,
'Ain el Abd 1970',
'geodetic',
'Fundamental point: Ain El Abd. Latitude: 28deg14''06.171"N, longitude: 48deg16''20.906"E (of Greenwich).',
'1970',
7022,
8901,
1272,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6205,
'Afgooye',
'geodetic',
'',
'',
7024,
8901,
1214,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6206,
'Agadez',
'geodetic',
'',
'',
7011,
8901,
1177,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6207,
'Lisbon 1937',
'geodetic',
'Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38deg42''43.631"N, longitude: 9deg07''54.862"W (of Greenwich).',
'1937',
7022,
8901,
1294,
'Topographic mapping.',
'Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).',
'Instituto Geografico e Cadastral; Lisbon',
'OGP',
TO_DATE('2008-06-24'),
'2001.551 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6208,
'Aratu',
'geodetic',
'',
'',
7022,
8901,
1274,
'Oil industry geodetic purposes.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6209,
'Arc 1950',
'geodetic',
'Fundamental point: Buffelsfontein. Latitude: 33deg59''32.000"S, longitude: 25deg30''44.622"E (of Greenwich).',
'1950',
7013,
8901,
1276,
'Topographic mapping, geodetic survey.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6210,
'Arc 1960',
'geodetic',
'Fundamental point: Buffelsfontein. Latitude: 33deg59''32.000"S, longitude: 25deg30''44.622"E (of Greenwich).',
'1960',
7012,
8901,
1277,
'Topographic mapping, geodetic survey.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6211,
'Batavia',
'geodetic',
'Fundamental point: Longitude at Batavia Astro. Station. Latitude: 6deg07''39.522"S, longitude: 106deg48''27.790"E (of Greenwich). Latitude and azimuth at Genuk.',
'',
7004,
8901,
3666,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.361 2008.045 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6212,
'Barbados 1938',
'geodetic',
'Fundamental point: HMS Challenger astro station M1, St. Anne''s Tower. Latitude 13deg04''32.53"N, longitude 59deg36''29.34"W (of Greenwich).',
'1938',
7012,
8901,
1042,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2008-06-24'),
'1999.170 2006.030 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6213,
'Beduaram',
'geodetic',
'',
'',
7011,
8901,
2771,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2004-09-01'),
'2004.490',
0 );
INSERT INTO epsg_datum VALUES ( 6214,
'Beijing 1954',
'geodetic',
'Pulkovo, transferred through Russian triangulation.',
'1954',
7024,
8901,
3228,
'Topographic mapping.',
'Scale determined through three baselines in northeast China. Discontinuities at boundaries of adjustment blocks. From 1982 replaced by Xian 1980 and New Beijing.',
'Chinese Science Bulletin, 2009, 54:2714-2721',
'OGP',
TO_DATE('2009-11-24'),
'2009.084',
0 );
INSERT INTO epsg_datum VALUES ( 6215,
'Reseau National Belge 1950',
'geodetic',
'Fundamental point: Lommel (tower). Latitude: 51deg13''47.334"N, longitude: 5deg18''49.483"E (of Greenwich).',
'1950',
7022,
8901,
1347,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6216,
'Bermuda 1957',
'geodetic',
'Fundamental point: Fort George base. Latitude 32deg22''44.36"N, longitude 64deg40''58.11"W (of Greenwich).',
'1957',
7008,
8901,
1047,
'Topographic mapping.',
'',
'Various oil industry sources.',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6218,
'Bogota 1975',
'geodetic',
'Fundamental point: Bogota observatory. Latitude: 4deg35''56.570"N, longitude: 74deg04''51.300"W (of Greenwich).',
'1975',
7022,
8901,
3686,
'Topographic mapping.',
'Replaces 1951 adjustment. Replaced by MAGNA-SIRGAS (datum code 6685).',
'Instituto Geografico Agustin Codazzi (IGAC) special publication no. 1, 4th edition (1975) "Geodesia: Resultados Definitvos de Parte de las Redes Geodesicas Establecidas en el Pais".',
'OGP',
TO_DATE('2010-03-30'),
'2000.200 2005.060 2007.060 2008.045 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6219,
'Bukit Rimpah',
'geodetic',
'2deg00''40.16"S, 105deg51''39.76"E (of Greenwich).',
'',
7004,
8901,
1287,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6220,
'Camacupa',
'geodetic',
'Fundamental point: Campo de Aviacao. Latitude: 12deg01''09.070"S, Longitude = 17deg27''19.800"E (of Greenwich)',
'1948',
7012,
8901,
1288,
'Coastal hydrography.',
'',
'Portuguese Hydrographic Institute and Clifford J. Mugnier, PE\&RS journal, March 2001.',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2006.973 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6221,
'Campo Inchauspe',
'geodetic',
'Fundamental point: Campo Inchauspe. Latitude: 35deg58''16.56"S, longitude: 62deg10''12.03"W (of Greenwich).',
'',
7022,
8901,
1033,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6222,
'Cape',
'geodetic',
'Fundamental point: Buffelsfontein. Latitude: 33deg59''32.000"S, longitude: 25deg30''44.622"E (of Greenwich).',
'',
7013,
8901,
1290,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Private Communication, Directorate of Surveys and Land Information, Cape Town.',
'OGP',
TO_DATE('2008-06-24'),
'1996.250 1999.690 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6223,
'Carthage',
'geodetic',
'Fundamental point: Carthage. Latitude: 40.9464506g = 36deg51''06.50"N, longitude: 8.8724368g E of Paris = 10deg19''20.72"E (of Greenwich).',
'1925',
7011,
8901,
1236,
'Topographic mapping.',
'Fundamental point astronomic coordinates determined in 1878.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2003.050 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6224,
'Chua',
'geodetic',
'Fundamental point: Chua. Latitude: 19deg45''41.160"S, longitude: 48deg06''07.560"W (of Greenwich).',
'',
7022,
8901,
3356,
'Geodetic survey.',
'The Chua origin and associated network is in Brazil with a connecting traverse through northern Paraguay. It was used in Brazil only as input into the Corrego Allegre adjustment and for government work in Distrito Federal.',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2009-06-02'),
'2003.361 2005.460 2005.840 2006.490 2008.045 2009.021',
0 );
INSERT INTO epsg_datum VALUES ( 6225,
'Corrego Alegre',
'geodetic',
'Fundamental point: Corrego Alegre. Latitude: 19deg50''15.140"S, longitude: 48deg57''42.750"W (of Greenwich).',
'',
7022,
8901,
1293,
'Topographic mapping, geodetic survey. Superseded by SAD69.',
'NIMA gives coordinates of origin as latitude: 19deg50''15.140"S, longitude: 48deg57''42.750"W.',
'IBGE and NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2005.841 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6226,
'Cote d''Ivoire',
'geodetic',
'',
'',
7011,
8901,
1075,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'2001.110',
1 );
INSERT INTO epsg_datum VALUES ( 6227,
'Deir ez Zor',
'geodetic',
'Fundamental point: Trig. 254 Deir. Latitude: 35deg21''49.975"N, longitude: 40deg05''46.770"E (of Greenwich).',
'',
7011,
8901,
1623,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6228,
'Douala',
'geodetic',
'',
'',
7011,
8901,
1060,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6229,
'Egypt 1907',
'geodetic',
'Fundamental point: Station F1 (Venus). Latitude: 30deg01''42.86"N, longitude: 31deg16''33.60"E (of Greenwich).',
'1907',
7020,
8901,
1086,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6230,
'European Datum 1950',
'geodetic',
'Fundamental point: Potsdam (Helmert Tower). Latitude: 52deg22''51.4456"N, longitude: 13deg03''58.9283"E (of Greenwich).',
'1950',
7022,
8901,
1296,
'Topographic mapping, geodetic survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6231,
'European Datum 1987',
'geodetic',
'Fundamental point: Potsdam (Helmert Tower). Latitude: 52deg22''51.4456"N, longitude: 13deg03''58.9283"E (of Greenwich).',
'1987',
7022,
8901,
1297,
'Scientific network.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6232,
'Fahud',
'geodetic',
'Fundamental point: Station NO68-024 Fahud. Latitude: 22deg17''31.182"N, longitude: 56deg29''18.820"E (of Greenwich).',
'',
7012,
8901,
3288,
'Oil industry mapping.',
'Replaced by PSD93 (code 6134).',
'Petroleum Development Oman.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6233,
'Gandajika 1970',
'geodetic',
'',
'1970',
7022,
8901,
1152,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6234,
'Garoua',
'geodetic',
'',
'',
7011,
8901,
1060,
'Topographic mapping.',
'The intent of the Bukavu 1953 conference was to adopt the Clarke 1880 (RGS) ellipsoid (code 7012) but in practice this datum has used the IGN version.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6235,
'Guyane Francaise',
'geodetic',
'',
'',
7022,
8901,
1097,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6236,
'Hu Tzu Shan 1950',
'geodetic',
'Fundamental point: Hu Tzu Shan. Latitude: 23deg58''32.34"N, longitude: 120deg58''25.975"E (of Greenwich).',
'1950',
7022,
8901,
3315,
'Topographic mapping.',
'',
'NIMA US NGA, http://earth-info.nga.mil/GandG/index.html',
'OGP',
TO_DATE('2008-08-12'),
'2003.362 2005.460 2005.830 2008.017 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6237,
'Hungarian Datum 1972',
'geodetic',
'Fundamental point: Szolohegy. Latitude: 47deg17''32,6156"N, longitude 19deg36''09.9865"E (of Greenwich); geoid height 6.56m.',
'1972',
7036,
8901,
1119,
'Topographic mapping.',
'Replaced Hungarian Datum 1909 (EPSG datum code 1024).',
'http://lazarus.elte.hu/gb/geodez/geod3.htm',
'OGP',
TO_DATE('2008-08-02'),
'1996.090 2008.045 2008.047',
0 );
INSERT INTO epsg_datum VALUES ( 6238,
'Indonesian Datum 1974',
'geodetic',
'Fundamental point: Padang. Latitude: 0deg56''38.414"S, longitude: 100deg22'' 8.804"E (of Greenwich). Ellipsoidal height 3.190m, gravity-related height 14.0m above mean sea level.',
'1974',
7021,
8901,
1122,
'Topographic mapping.',
'Replaced by DGN95.',
'Bakosurtanal 1979 paper by Jacob Rais.',
'OGP',
TO_DATE('2008-06-24'),
'2002.151 2006.810 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6239,
'Indian 1954',
'geodetic',
'Extension of Kalianpur 1937 over Myanmar and Thailand.',
'1954',
7015,
8901,
1304,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2003-12-31'),
'2003.361',
0 );
INSERT INTO epsg_datum VALUES ( 6240,
'Indian 1975',
'geodetic',
'Fundamental point: Khau Sakaerang.',
'1975',
7015,
8901,
1231,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6241,
'Jamaica 1875',
'geodetic',
'Fundamental point: Fort Charles Flagstaff. Latitude: 17deg55''55.800"N, longitude: 76deg56''37.260"W (of Greenwich).',
'1875',
7034,
8901,
3342,
'Topographic mapping.',
'',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2008-06-24'),
'2004.510 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6242,
'Jamaica 1969',
'geodetic',
'Fundamental point: Fort Charles Flagstaff. Latitude: 17deg55''55.800"N, longitude: 76deg56''37.260"W (of Greenwich).',
'1969',
7008,
8901,
3342,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Survey Department, Government of Jamaica, 1983.',
'OGP',
TO_DATE('2008-06-24'),
'2004.510 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6243,
'Kalianpur 1880',
'geodetic',
'Fundamental point: Kalianpur. Latitude: 24deg07''11.260"N, longitude: 77deg39''17.570"E (of Greenwich).',
'1880',
7042,
8901,
1307,
'Topographic mapping.',
'Includes 1916 extension into Burma (Myanmar). Replaced by 1937 adjustment.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2008-06-24'),
'1997.231 2004.290 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6244,
'Kandawala',
'geodetic',
'',
'',
7015,
8901,
3310,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6245,
'Kertau 1968',
'geodetic',
'Fundamental point: Kertau. Latitude: 3deg27''50.710"N, longitude: 102deg37''24.550"E (of Greenwich).',
'1968',
7018,
8901,
1309,
'Geodetic survey, cadastre.',
'Replaces MRT48 and earlier adjustments. Adopts metric conversion of 39.370113 inches per metre. Not used for 1969 metrication of RSO grid - see Kertau (RSO) (code 6751).',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2008-06-24'),
'2006.251 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6246,
'Kuwait Oil Company',
'geodetic',
'Fundamental point: K28. Latitude: 29deg03''42.348"N, longitude: 48deg08''42.558"E (of Greenwich).',
'1952',
7012,
8901,
3267,
'Oil industry mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2004.410 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6247,
'La Canoa',
'geodetic',
'Fundamental point: La Canoa. Latitude: 8deg34''17.170"N, longitude: 63deg51''34.880"W (of Greenwich).',
'',
7022,
8901,
3327,
'Geodetic survey, topographic mapping, engineering survey.',
'Origin also adopted for PSAD56.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6248,
'Provisional South American Datum 1956',
'geodetic',
'Fundamental point: La Canoa. Latitude: 8deg34''17.170"N, longitude: 63deg51''34.880"W (of Greenwich).',
'1956',
7022,
8901,
1348,
'Topographic mapping.',
'Same origin as La Canoa datum.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6249,
'Lake',
'geodetic',
'Fundamental point: Maracaibo Cathedral. Latitude: 10deg38''34.678"N, longitude: 71deg36''20.224"W (of Greenwich).',
'',
7022,
8901,
1312,
'Oil industry mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6250,
'Leigon',
'geodetic',
'Fundamental point: GCS Station 121, Leigon. Latitude: 5deg38''52.27"N, longitude: 0deg11''46.08"W (of Greenwich).',
'',
7012,
8901,
1104,
'Topographic mapping.',
'Replaced Accra datum (code 6168) from 1978. Coordinates at Leigon fundamental point defined as Accra datum values for that point.',
'Ordnance Survey International',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6251,
'Liberia 1964',
'geodetic',
'Fundamental point: Robertsfield. Latitude: 6deg13''53.02"N, longitude: 10deg21''35.44"W (of Greenwich).',
'1964',
7012,
8901,
3270,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6252,
'Lome',
'geodetic',
'',
'',
7011,
8901,
1232,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6253,
'Luzon 1911',
'geodetic',
'Fundamental point: Balacan. Latitude: 13deg33''41.000"N, longitude: 121deg52''03.000"E (of Greenwich).',
'1911',
7008,
8901,
1190,
'Topographic mapping.',
'Replaced by Philippine Reference system of 1992 (datum code 6683).',
'Coast and Geodetic Survey',
'OGP',
TO_DATE('2008-06-24'),
'2004.730 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6254,
'Hito XVIII 1963',
'geodetic',
'Chile-Argentina boundary survey.',
'1963',
7022,
8901,
1303,
'Geodetic survey.',
'Used in Tierra del Fuego.',
'Various oil company records.',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6255,
'Herat North',
'geodetic',
'Fundamental point: Herat North. Latitude: 34deg23''09.08"N, longitude: 64deg10''58.94"E (of Greenwich).',
'',
7022,
8901,
1024,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6256,
'Mahe 1971',
'geodetic',
'Fundamental point: Mahe.',
'1971',
7012,
8901,
1208,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6257,
'Makassar',
'geodetic',
'Fundamental point: station P1, Moncongloe. Latitude: 5deg08''41.42"S, long 119deg24''14.94"E (of Greenwich).',
'',
7004,
8901,
1316,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6258,
'European Terrestrial Reference System 1989',
'geodetic',
'Fixed to the stable part of the Eurasian continental plate and consistent with ITRS at the epoch 1989.0.',
'1989',
7019,
8901,
1298,
'Geodetic survey.',
'The distinction in usage between ETRF89 and ETRS89 is confused: although in principle conceptually different in practice both are used for the realisation.',
'',
'OGP',
TO_DATE('2003-08-14'),
'1997.110 1997.550 1999.111 2000.720 2003.260',
0 );
INSERT INTO epsg_datum VALUES ( 6259,
'Malongo 1987',
'geodetic',
'Fundamental point: Station Y at Malongo base camp. Latitude: 5deg23''30.810"S, longitude: 12deg12''01.590"E (of Greenwich).',
'1987',
7022,
8901,
3180,
'Oil industry offshore exploration and production from 1987.',
'Replaced Mhast (offshore) (code 6705) in 1987. Origin coordinates constrained to those of Mhast (offshore) but other station coordinates differ. References to "Mhast" since 1987 often should have stated "Malongo 1987".',
'Chevron Petroleum Technology.',
'OGP',
TO_DATE('2008-06-24'),
'2005.751 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6260,
'Manoca',
'geodetic',
'',
'',
7012,
8901,
1060,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6261,
'Merchich',
'geodetic',
'Fundamental point: Merchich. Latitude: 33deg26''59.672"N, longitude: 7deg33''27.295"W (of Greenwich).',
'1922',
7011,
8901,
3280,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6262,
'Massawa',
'geodetic',
'',
'',
7004,
8901,
1089,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6263,
'Minna',
'geodetic',
'Fundamental point: Minna base station L40. Latitude: 9deg38''08.87"N, longitude: 6deg30''58.76"E (of Greenwich).',
'',
7012,
8901,
1178,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6264,
'Mhast',
'geodetic',
'',
'',
7022,
8901,
1318,
'Coastal hydrography.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6265,
'Monte Mario',
'geodetic',
'Fundamental point: Monte Mario. Latitude: 41deg55''25.51"N, longitude: 12deg27''08.4"E (of Greenwich).',
'1940',
7022,
8901,
3343,
'Topographic mapping.',
'Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.360 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6266,
'M''poraloko',
'geodetic',
'',
'',
7011,
8901,
1100,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6267,
'North American Datum 1927',
'geodetic',
'Fundamental point: Meade''s Ranch. Latitude: 39deg13''26.686"N, longitude: 98deg32''30.506"W (of Greenwich).',
'1927',
7008,
8901,
1349,
'Topographic mapping.',
'In United States (USA) and Canada, replaced by North American Datum 1983 (NAD83) (code 6269) ; in Mexico, replaced by Mexican Datum of 1993 (code 1042).',
'',
'OGP',
TO_DATE('2009-11-24'),
'2008.024 2008.045 2009.087',
0 );
INSERT INTO epsg_datum VALUES ( 6268,
'NAD Michigan',
'geodetic',
'Fundamental point: Meade''s Ranch. Latitude: 39deg13''26.686"N, longitude: 98deg32''30.506"W (of Greenwich).',
'',
7009,
8901,
1391,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6269,
'North American Datum 1983',
'geodetic',
'Origin at geocentre.',
'1986',
7019,
8901,
1350,
'Topographic mapping.',
'Although the 1986 adjustment included connections to Greenland and Mexico, it has not been adopted there. In Canada and US, replaced NAD27.',
'',
'OGP',
TO_DATE('2008-04-11'),
'2006.464 2008.024',
0 );
INSERT INTO epsg_datum VALUES ( 6270,
'Nahrwan 1967',
'geodetic',
'Fundamental point: Nahrwan south base. Latitude: 33deg19''10.87"N, longitude: 44deg43''25.54"E (of Greenwich).',
'1967',
7012,
8901,
1351,
'Topographic mapping.',
'In Iraq, replaces Nahrwan 1934.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2006.340 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6271,
'Naparima 1972',
'geodetic',
'Fundamental point: Naparima. Latitude: 10deg16''44.860"N, longitude: 61deg27''34.620"W (of Greenwich).',
'1972',
7022,
8901,
1322,
'Topographic mapping.',
'Naparima 1972 is an extension of the Naparima 1955 network of Trinidad to include Tobago.',
'Ordnance Survey International.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6272,
'New Zealand Geodetic Datum 1949',
'geodetic',
'Fundamental point: Papatahi. Latitude: 41deg19'' 8.900"S, longitude: 175deg02''51.000"E (of Greenwich).',
'1949',
7022,
8901,
3285,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.',
'Land Information New Zealand. http://www.linz.govt.nz/rcs/linz/pub/web/root/core/SurveySystem/GeodeticInfo/GeodeticDatums/nzgd2000factsheet/index.jsp',
'OGP',
TO_DATE('2008-06-24'),
'2000.702 2004.110 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6273,
'NGO 1948',
'geodetic',
'Fundamental point: Oslo observatory. Latitude: 59deg54''43.7"N, longitude: 10deg43''22.5"E (of Greenwich).',
'1948',
7005,
8901,
1352,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'EuroGeographics; http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6274,
'Datum 73',
'geodetic',
'Fundamental point: TF4, Melrica. Latitude: 39deg41''37.30"N, longitude: 8deg07''53.31"W (of Greenwich).',
'1964',
7022,
8901,
1294,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral; Lisbon',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6275,
'Nouvelle Triangulation Francaise',
'geodetic',
'Fundamental point: Pantheon. Latitude: 48deg50''46.522"N, longitude: 2deg20''48.667"E (of Greenwich).',
'1895',
7011,
8901,
3694,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.361 2008.045 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6276,
'NSWC 9Z-2',
'geodetic',
'',
'',
7025,
8901,
1262,
'Satellite navigation.',
'Transit precise ephemeris before 1991.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6277,
'OSGB 1936',
'geodetic',
'Fundamental point: Pre 2002: Herstmonceux, Latitude: 50deg51''55.271"N, longitude: 0deg20''45.882"E (of Greenwich). From April 2002 the datum is defined through the application of the OSTN02 transformation (tfm code 1039) to ETRS89.',
'1936',
7001,
8901,
1264,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain',
'OGP',
TO_DATE('2009-07-22'),
'2002.620 2008.045 2009.055',
0 );
INSERT INTO epsg_datum VALUES ( 6278,
'OSGB 1970 (SN)',
'geodetic',
'Fundamental point: Herstmonceux. Latitude: 50deg51''55.271"N, longitude: 0deg20''45.882"E (of Greenwich).',
'1970',
7001,
8901,
1264,
'Scientific network.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2005.880 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6279,
'OS (SN) 1980',
'geodetic',
'Fundamental point: Herstmonceux. Latitude: 50deg51''55.271"N, longitude: 0deg20''45.882"E (of Greenwich).',
'1980',
7001,
8901,
1354,
'Scientific network.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6280,
'Padang 1884',
'geodetic',
'Fundamental point: Padang.',
'1884',
7004,
8901,
1355,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6281,
'Palestine 1923',
'geodetic',
'Fundamental point: Point 82''M Jerusalem. Latitude: 31deg44'' 2.749"N, longitude: 35deg12''43.490"E (of Greenwich).',
'1923',
7010,
8901,
1356,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2004.150 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6282,
'Congo 1960 Pointe Noire',
'geodetic',
'Fundamental point: Point Noire Astro. Latitude: 4deg47''00.10"S, longitude: 11deg51''01.55"E (of Greenwich).',
'1960',
7011,
8901,
1072,
'Topographic mapping.',
'',
'Elf',
'OGP',
TO_DATE('2008-06-24'),
'2002.050 2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6283,
'Geocentric Datum of Australia 1994',
'geodetic',
'ITRF92 at epoch 1994.0.',
'1994',
7019,
8901,
2575,
'Topographic mapping, geodetic survey.',
'Coincident with WGS84 to within 1 metre.',
'Australian Surveying and Land Information Group Internet WWW page. http://www.auslig.gov.au/geodesy/datums/gda.htm#specs',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6284,
'Pulkovo 1942',
'geodetic',
'Fundamental point: Pulkovo observatory. Latitude: 59deg46''18.550"N, longitude: 30deg19''42.090"E (of Greenwich).',
'1942',
7024,
8901,
2423,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-09-24'),
'2008.011 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6285,
'Qatar 1974',
'geodetic',
'Fundamental point: Station G3.',
'1974',
7022,
8901,
1346,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2001-08-28'),
'2001.270',
0 );
INSERT INTO epsg_datum VALUES ( 6286,
'Qatar 1948',
'geodetic',
'Fundamental point: Sokey 0 M. Latitude: 25deg22''56.500"N, longitude: 50deg45''41.000"E (of Greenwich).',
'1948',
7020,
8901,
1346,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6287,
'Qornoq',
'geodetic',
'',
'1927',
7022,
8901,
1107,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6288,
'Loma Quintana',
'geodetic',
'Fundamental point: Loma Quintana.',
'',
7022,
8901,
1313,
'Topographic mapping.',
'Replaced by La Canoa (code 6247).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6289,
'Amersfoort',
'geodetic',
'Fundamental point: Amersfoort. Latitude: 52deg09''22.178"N, longitude: 5deg23''15.478"E (of Greenwich).',
'',
7004,
8901,
1275,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'http://www.rdnap.nl/',
'OGP',
TO_DATE('2008-06-24'),
'2000.560 2003.361 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6291,
'South American Datum 1969',
'geodetic',
'',
'1969',
7036,
8901,
1358,
'Topographic mapping.',
'SAD69 uses GRS67 ellipsoid with 1/f to exactly 2 decimal places. Precision of ellipsoid entry increased from 2 to 5 dp with change id 97.252. Error introduced if not using the truncated precision is 0 to 31mm.',
'',
'OGP',
TO_DATE('1996-10-18'),
'1996.090 1997.252',
1 );
INSERT INTO epsg_datum VALUES ( 6292,
'Sapper Hill 1943',
'geodetic',
'',
'1943',
7022,
8901,
3247,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6293,
'Schwarzeck',
'geodetic',
'Fundamental point: Schwarzeck. Latitude: 22deg45''35.820"S, longitude: 18deg40''34.549"E (of Greenwich). Fixed during German South West Africa-British Bechuanaland boundary survey of 1898-1903.',
'',
7046,
8901,
1169,
'Topographic mapping.',
'',
'Private Communication, Directorate of Surveys and Land Information, Cape Town.',
'OGP',
TO_DATE('2008-06-24'),
'2001.150 2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6294,
'Segora',
'geodetic',
'',
'',
7004,
8901,
1359,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6295,
'Serindung',
'geodetic',
'Fundamental point: Ep A. Latitude: 1deg06''10.60"N, longitude: 105deg00''59.82"E (of Greenwich).',
'',
7004,
8901,
1360,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6296,
'Sudan',
'geodetic',
'',
'',
7011,
8901,
1361,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6297,
'Tananarive 1925',
'geodetic',
'Fundamental point: Tananarive observatory. Latitude: 18deg55''02.10"S, longitude: 47deg33''06.75"E (of Greenwich).',
'2025',
7022,
8901,
1149,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'2003.361 2008.045 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6298,
'Timbalai 1948',
'geodetic',
'Fundamental point: Station P85 at Timbalai. Latitude: 5deg17'' 3.548"N, longitude: 115deg10''56.409"E (of Greenwich).',
'1948',
7016,
8901,
1362,
'Topographic mapping.',
'In 1968, the original adjustment was densified in Sarawak and extended to Sabah.',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2008-06-24'),
'2006.252 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6299,
'TM65',
'geodetic',
'Adjusted to best mean fit 12 stations of the OSNI 1952 primary adjustment.',
'1965',
7002,
8901,
1305,
'Topographic mapping.',
'Differences between OSNI 1952 and TM65 at these stations are RMS 0.25m east, 0.23m north, maximum vector 0.57m. TM65 replaced by and not to be confused with Geodetic Datum of 1965 alias 1975 Mapping Adjustment or TM75 (datum code 6300).',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2003-06-27'),
'2002.621',
0 );
INSERT INTO epsg_datum VALUES ( 6300,
'Geodetic Datum of 1965',
'geodetic',
'Adjusted to best mean fit 9 stations of the OSNI 1952 primary adjustment in Northern Ireland plus the 1965 values of 3 stations in the Republic of Ireland.',
'1975',
7002,
8901,
1305,
'Geodetic survey, topographic mapping and engineering survey.',
'Differences from the 1965 adjustment (datum code 6299) are: average difference in Eastings 0.092m; average difference in Northings 0.108m; maximum vector difference 0.548m.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2003-06-27'),
'2002.621',
0 );
INSERT INTO epsg_datum VALUES ( 6301,
'Tokyo',
'geodetic',
'Fundamental point: Nikon-Keido-Genten. Latitude: 35deg39''17.5148"N, longitude: 139deg44''40.5020"E (of Greenwich).',
'',
7004,
8901,
1364,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by Japanese Geodetic Datum 2000 (code 6611).',
'Geographic Survey Institute; Japan; Bulletin 40 (March 1994). Also http://vldb.gsi.go.jp/sokuchi/datum/tokyodatum.html',
'OGP',
TO_DATE('2008-06-24'),
'1998.460 2002.080 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6302,
'Trinidad 1903',
'geodetic',
'Station 00, Harbour Master''s Flagstaff, Port of Spain. Trinidad 1903 / Trinidad Grid coordinates (Clarke''s links): 333604.30 E, 436366.91 N (Latitude: 10deg38''39.01"N, Longitude: 61deg30''38.00"W of Greenwich)',
'1903',
7007,
8901,
1339,
'Topographic mapping.',
'',
'"Land Surveyor''s Handbook", 1935, published under the direction of JW MacGillivray, Surveyor General, Land \& Survey''s Department, Trinidad \& Tobago.',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2004.130 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6303,
'Trucial Coast 1948',
'geodetic',
'Fundamental point: TC1. Latitude: 25deg23''50.190"N, longitude: 55deg26''43.950"E (of Greenwich).',
'1948',
7020,
8901,
1363,
'Oil industry mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6304,
'Voirol 1875',
'geodetic',
'Fundamental point: Voirol. Latitude: 36deg45''07.927"N, longitude: 3deg02''49.435"E of Greenwich. Uses RGS (and old IGN) value of 2deg20''13.95"for Greenwich-Paris meridian difference.',
'1875',
7011,
8901,
1365,
'Topographic mapping.',
'Replaced by Voirol 1879 (code 6671).',
'IGN Paris',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6306,
'Bern 1938',
'geodetic',
'Fundamental point: Old Bern observatory. Latitude: 46deg57''07.890"N, longitude: 7deg26''22.335"E (of Greenwich).',
'1938',
7004,
8901,
1286,
'Topographic mapping.',
'This redetermination of the coordinates of fundamental point is used for scientific purposes and as the graticule overprinted on topographic maps constructed on the CH1903 / LV03 projected CS (code 21781).',
'"Die Projektionen der schweizerischen Plan- und Kartenwerke"; J. Bolliger 1967',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6307,
'Nord Sahara 1959',
'geodetic',
'Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.',
'1959',
7012,
8901,
3213,
'Topographic mapping.',
'Adjustment includes Morocco and Tunisia but use only in Algeria. Within Algeria the adjustment is north of 32degN but use has been extended southwards in many disconnected projects, some based on independent astro stations rather than the geodetic network.',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2010-03-30'),
'1999.620 2003.361 2005.880 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6308,
'Stockholm 1938',
'geodetic',
'Fundamental point: Stockholm observatory.',
'1938',
7004,
8901,
3313,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RT90 adjustment (datum code 6124)',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6309,
'Yacare',
'geodetic',
'Fundamental point: Yacare. Latitude: 30deg35''53.68"S, longitude: 57deg25''01.30"W (of Greenwich).',
'',
7022,
8901,
1247,
'Topographic mapping.',
'',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6310,
'Yoff',
'geodetic',
'Fundamental point: Yoff. Latitude: 14deg44''41.62"N, longitude: 17deg29''07.02"W (of Greenwich).',
'',
7011,
8901,
1207,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6311,
'Zanderij',
'geodetic',
'',
'',
7022,
8901,
1222,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6312,
'Militar-Geographische Institut',
'geodetic',
'Fundamental point: Hermannskogel. Latitude: 48deg16''15.29"N, longitude: 16deg17''41.06"E (of Greenwich).',
'1901',
7004,
8901,
1037,
'Geodetic survey.',
'The longitude of the datum origin equates to a value for the Ferro meridian of 17deg40'' exactly west of Greenwich.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2009-06-02'),
'2008.045 2009.015',
0 );
INSERT INTO epsg_datum VALUES ( 6313,
'Reseau National Belge 1972',
'geodetic',
'Fundamental point: Uccle observatory. Latitude: 50deg47''57.704"N, longitude: 4deg21''24.983"E (of Greenwich).',
'1972',
7022,
8901,
1347,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6314,
'Deutsches Hauptdreiecksnetz',
'geodetic',
'Fundamental point: Rauenberg. Latitude: 52deg27''12.021"N, longitude: 13deg22''04.928"E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.',
'',
7004,
8901,
2326,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'BKG via EuroGeographics. http://crs.bkg.bund.de',
'OGP',
TO_DATE('2008-06-24'),
'2001.511 2006.410 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6315,
'Conakry 1905',
'geodetic',
'Fundamental point: Conakry. Latitude: 10.573766g N, longitude: 17.833682g W (of Paris).',
'1905',
7011,
8901,
3257,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6316,
'Dealul Piscului 1930',
'geodetic',
'Fundamental point: latitude 44deg24''33.9606"N, longitude 26deg06''44.8772"E (of Greenwich).',
'1930',
7022,
8901,
3295,
'Topographic mapping.',
'Replaced by Pulkovo 1942(58) (datum code 6179)',
'Institute for Geodesy Photogrametry and Land Management',
'OGP',
TO_DATE('2008-09-24'),
'2008.011 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6317,
'Dealul Piscului 1970',
'geodetic',
'Fundamental point: latitude 44deg24''23.7709"N, longitude 26deg06''44.1265"E (of Greenwich).',
'1970',
7024,
8901,
1197,
'Topographic mapping.',
'Replaces 1933 adjustment (datum code 6316)',
'Institute for Geodesy Photogrametry and Land Management',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
1 );
INSERT INTO epsg_datum VALUES ( 6318,
'National Geodetic Network',
'geodetic',
'',
'1993',
7030,
8901,
3267,
'Geodetic survey.',
'Replaces 1984 adjustment which used the WGS72 ellipsoid.',
'',
'OGP',
TO_DATE('2004-06-16'),
'2004.410',
0 );
INSERT INTO epsg_datum VALUES ( 6319,
'Kuwait Utility',
'geodetic',
'',
'',
7019,
8901,
1310,
'Cadastre, engineering survey.',
'',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6322,
'World Geodetic System 1972',
'geodetic',
'Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.',
'1972',
7043,
8901,
1262,
'Satellite navigation.',
'Used by GPS before 1987. For Transit satellite positioning see also WGS 72BE.',
'NIMA http://earth-info.nima.mil/',
'OGP',
TO_DATE('2006-08-24'),
'1999.030 2003.362 2005.460 2006.820',
0 );
INSERT INTO epsg_datum VALUES ( 6324,
'WGS 72 Transit Broadcast Ephemeris',
'geodetic',
'',
'1972',
7043,
8901,
1262,
'Satellite navigation.',
'Alleged datum for use with Transit broadcast ephemeris prior to 1989. Relationship to WGS 72 has changed over time.',
'',
'OGP',
TO_DATE('2006-08-24'),
'1999.030 2006.820',
0 );
INSERT INTO epsg_datum VALUES ( 6326,
'World Geodetic System 1984',
'geodetic',
'Defined through a consistent set of station coordinates. These have changed with time: by 0.7m on 29/6/1994 [WGS 84 (G730)], a further 0.2m on 29/1/1997 [WGS 84 (G873)] and a further 0.06m on 20/1/2002 [WGS 84 (G1150)].',
'1984',
7030,
8901,
1262,
'Satellite navigation.',
'EPSG''s WGS 84 datum has been the then current realisation. No distinction is made between the original WGS 84 frame, WGS 84 (G730), WGS 84 (G873) and WGS 84 (G1150). Since 1997, WGS 84 has been maintained within 10cm of the then current ITRF.',
'NIMA TR8350.2 June 2004 revision. http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350_2.html and http://gis-lab.info/docs/nima-tr8350.2-addendum.pdf',
'OGP',
TO_DATE('2006-08-25'),
'2002.151 2002.890 2003.270 2005.460 2005.550 2006.810',
0 );
INSERT INTO epsg_datum VALUES ( 6600,
'Anguilla 1957',
'geodetic',
'Fundamental point: station A4, Police.',
'1957',
7012,
8901,
3214,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6601,
'Antigua 1943',
'geodetic',
'Fundamental point: station A14.',
'1943',
7012,
8901,
1273,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6602,
'Dominica 1945',
'geodetic',
'Fundamental point: station M12.',
'1945',
7012,
8901,
3239,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6603,
'Grenada 1953',
'geodetic',
'Fundamental point: station GS8, Sante Marie.',
'1953',
7012,
8901,
1551,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2006-02-09'),
'2006.030',
0 );
INSERT INTO epsg_datum VALUES ( 6604,
'Montserrat 1958',
'geodetic',
'Fundamental point: station M36.',
'1958',
7012,
8901,
3279,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6605,
'St. Kitts 1955',
'geodetic',
'Fundamental point: station K12.',
'1955',
7012,
8901,
3297,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6606,
'St. Lucia 1955',
'geodetic',
'Fundamental point: station DCS3.',
'1955',
7012,
8901,
3298,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('1999-04-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6607,
'St. Vincent 1945',
'geodetic',
'Fundamental point: station V1, Fort Charlotte.',
'1945',
7012,
8901,
3300,
'Topographic mapping.',
'',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2006-02-09'),
'2006.030',
0 );
INSERT INTO epsg_datum VALUES ( 6608,
'North American Datum 1927 (1976)',
'geodetic',
'Fundamental point: Meade''s Ranch. Latitude: 39deg13''26.686"N, longitude: 98deg32''30.506"W (of Greenwich).',
'1976',
7008,
8901,
1367,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'NAD27(76) used in Ontario for all maps at scale 1/20 000 and larger; elsewhere in Canada for selected purposes.',
'Geodetic Survey of Canada.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6609,
'North American Datum 1927 (CGQ77)',
'geodetic',
'Fundamental point: Meade''s Ranch. Latitude: 39deg13''26.686"N, longitude: 98deg32''30.506"W (of Greenwich).',
'1977',
7008,
8901,
1368,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'NAD27 (CGQ77) used in Quebec for all maps at scale 1/20 000 and larger; generally for maps issued by the Quebec cartography office whose reference system is CGQ77.',
'Geodetic Service of Quebec. Contact alain.bernard@mrn.gouv.qc.ca',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6610,
'Xian 1980',
'geodetic',
'Xian observatory.',
'1980',
7049,
8901,
3228,
'Geodetic survey, topographic and engineering survey.',
'',
'Chinese Science Bulletin, 2009, 54:2714-2721.',
'OGP',
TO_DATE('2009-11-24'),
'2009.084',
0 );
INSERT INTO epsg_datum VALUES ( 6611,
'Hong Kong 1980',
'geodetic',
'Fundamental point: Trig "Zero", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg18''12.82", longitude 114deg10''18.75"E (of Greenwich).',
'1980',
7022,
8901,
1118,
'Geodetic survey, topgraphic and engineering survey, cadastre.',
'Replaces Hong Kong 1963 and Hong Kong 1963(67).',
'Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/mapping/tindex.htm',
'OGP',
TO_DATE('2008-06-24'),
'2005.260 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6612,
'Japanese Geodetic Datum 2000',
'geodetic',
'ITRF94 at epoch 1997.0',
'2000',
7019,
8901,
1129,
'Geodetic survey, topographic and engineering survey.',
'Instigated under amendment to the Japanese Surveying Law with effect from April 2002. Replaces Tokyo datum (code 6301).',
'Japanese Survey Federation and Geographical Survey Institute http://www.gsi.go.jp/ENGLISH/RESEARCH/BULLETIN/vol-45/45abst1.htm',
'OGP',
TO_DATE('2002-06-22'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6613,
'Gunung Segara',
'geodetic',
'Station P5 (Gunung Segara). Latitude 0deg32''12.83"S, longitude 117deg08''48.47"E (of Greenwich).',
'',
7004,
8901,
1360,
'Topographic mapping.',
'',
'TotalFinaElf.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6614,
'Qatar National Datum 1995',
'geodetic',
'Defined by transformation from WGS 84 - see coordinate operation code 1840.',
'1995',
7022,
8901,
1346,
'Topographic mapping.',
'',
'Qatar Centre for Geographic Information.',
'OGP',
TO_DATE('2002-06-28'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6615,
'Porto Santo 1936',
'geodetic',
'SE Base on Porto Santo island.',
'1936',
7022,
8901,
1314,
'Topographic mapping.',
'Replaced by 1995 adjustment (datum code 6663). For Selvagens see Selvagem Grande (code 6616).',
'Instituto Geografico e Cadastral Lisbon http://www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'2003.231 2003.232',
0 );
INSERT INTO epsg_datum VALUES ( 6616,
'Selvagem Grande',
'geodetic',
'',
'',
7022,
8901,
2779,
'Topographic mapping.',
'',
'Instituto Geografico e Cadastral Lisbon http://www.igeo.pt',
'OGP',
TO_DATE('2003-08-14'),
'2003.232',
0 );
INSERT INTO epsg_datum VALUES ( 6618,
'South American Datum 1969',
'geodetic',
'Fundamental point: Chua. Geodetic latitude: 19deg45''41.6527"S; geodetic longitude: 48deg06''04.0639"W (of Greenwich). (Astronomic coordinates: Latitude 19deg45''41.34"S +/- 0.05", longitude 48deg06''07.80"W +/- 0.08").',
'1969',
7050,
8901,
1358,
'Topographic mapping.',
'SAD69 uses GRS 1967 ellipsoid but with 1/f to exactly 2 decimal places.',
'DMA 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6619,
'SWEREF99',
'geodetic',
'Densification of ETRS89.',
'1999',
7019,
8901,
1225,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'The solution was calculated in ITRF 97 epoch 1999.5, and has subsequently been corrected to ETRS 89 in accordance with guidelines given by EUREF.',
'National Land Survey of Sweden http://www.lantmateriet.se',
'OGP',
TO_DATE('2010-03-01'),
'2009.024',
0 );
INSERT INTO epsg_datum VALUES ( 6620,
'Point 58',
'geodetic',
'Fundamental point: Point 58. Latitude: 3deg58''37.040"N, longitude: 12deg52''44.045"E (of Greenwich).',
'1969',
7012,
8901,
2790,
'Geodetic survey',
'Used as the basis for computation of the 12th Parallel traverse conducted 1966-70 from Senegal to Chad and connecting to the Adindan triangulation in Sudan.',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6621,
'Fort Marigot',
'geodetic',
'',
'',
7022,
8901,
2828,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RRAF 1991 (datum code 1047).',
'IGN Paris.',
'OGP',
TO_DATE('2009-11-24'),
'2009.073',
0 );
INSERT INTO epsg_datum VALUES ( 6622,
'Guadeloupe 1948',
'geodetic',
'',
'1948',
7022,
8901,
2829,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RRAF 1991 (datum code 1047).',
'IGN Paris.',
'OGP',
TO_DATE('2009-11-24'),
'2004.561 2009.073',
0 );
INSERT INTO epsg_datum VALUES ( 6623,
'Centre Spatial Guyanais 1967',
'geodetic',
'Fundamental point: Kourou-Diane. Latitude: 5deg15''53.699"N, longitude: 52deg48''09.149"W (of Greenwich).',
'1967',
7022,
8901,
3105,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGFG95 (code 6624).',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2004.562 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6624,
'Reseau Geodesique Francais Guyane 1995',
'geodetic',
'ITRF93 at epoch 1995.0',
'1995',
7019,
8901,
1097,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces CSG67 (datum code 6623).',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6625,
'Martinique 1938',
'geodetic',
'Fundamental point: Fort Desaix. Latitude: 14 deg36''54.090"N, longitude: 61 deg04''04.030"W (of Greenwich).',
'1938',
7022,
8901,
3276,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RRAF 1991 (datum code 1047).',
'IGN Paris.',
'OGP',
TO_DATE('2009-11-24'),
'2004.561 2008.045 2009.073',
0 );
INSERT INTO epsg_datum VALUES ( 6626,
'Reunion 1947',
'geodetic',
'Fundamental point: Piton des Neiges (Borne). Latitude: 21deg05''13.119"S, longitude: 55deg29''09.193"E (of Greenwich).',
'1947',
7022,
8901,
3337,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGR92 (datum code 6627).',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2004.561 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6627,
'Reseau Geodesique de la Reunion 1992',
'geodetic',
'ITRF91 at epoch 1993.0',
'1992',
7019,
8901,
1196,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Piton des Neiges (code 6626).',
'IGN Paris.',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6628,
'Tahiti 52',
'geodetic',
'Fundamental point: Tahiti North Base. Latitude: 17deg38''10.0"S, longitude: 149deg36''57.8"W (of Greenwich).',
'1952',
7022,
8901,
2811,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by Tahiti 79 (datum code 6690) in Tahiti and Moorea 87 (code 6691) in Moorea.',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2005.380 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6629,
'Tahaa 54',
'geodetic',
'Fundamental point: Tahaa East Base. Latitude: 16deg33''20.97"S, longitude: 151deg29''06.25"W (of Greenwich).',
'1954',
7022,
8901,
2812,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2005.380 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6630,
'IGN72 Nuku Hiva',
'geodetic',
'Fundamental point: Taiohae. Latitude: 8deg55''03.97"S, longitude: 140deg05''36.24"W (of Greenwich).',
'1972',
7022,
8901,
3129,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2005.380 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6631,
'K0 1949',
'geodetic',
'',
'1949',
7022,
8901,
2816,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6632,
'Combani 1950',
'geodetic',
'Combani South Base.',
'1950',
7022,
8901,
3340,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGM04 and Cadastre 1997 (datum codes 1036-37).',
'IGN Paris.',
'OGP',
TO_DATE('2009-10-29'),
'2009.072',
0 );
INSERT INTO epsg_datum VALUES ( 6633,
'IGN56 Lifou',
'geodetic',
'South end of the Goume base.',
'1956',
7022,
8901,
2814,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
0 );
INSERT INTO epsg_datum VALUES ( 6634,
'IGN72 Grande Terre',
'geodetic',
'North end of Gomen base.',
'1972',
7022,
8901,
2822,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
0 );
INSERT INTO epsg_datum VALUES ( 6635,
'ST87 Ouvea',
'geodetic',
'',
'1987',
7022,
8901,
2813,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie.',
'OGP',
TO_DATE('2002-11-29'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6636,
'Petrels 1972',
'geodetic',
'Fundamental point: Astro station DZ on Ile de Petrels. Latitude: 66deg40''00"S, longitude: 140deg00''46"E (of Greenwich).',
'1972',
7022,
8901,
2817,
'Geodetic survey, topographic mapping.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6637,
'Pointe Geologie Perroud 1950',
'geodetic',
'Fundamental point: Astro station G.0 on Pointe Geologie. Latitude: 66deg39''30"S, longitude: 140deg01''00"E (of Greenwich).',
'1950',
7022,
8901,
2818,
'Geodetic survey, topographic mapping.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6638,
'Saint Pierre et Miquelon 1950',
'geodetic',
'',
'1950',
7008,
8901,
1220,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RGSPM06 (datum code 1038).',
'IGN Paris.',
'OGP',
TO_DATE('2009-10-29'),
'2006.060 2009.072',
0 );
INSERT INTO epsg_datum VALUES ( 6639,
'MOP78',
'geodetic',
'',
'1978',
7022,
8901,
2815,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2002-11-29'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6640,
'Reseau de Reference des Antilles Francaises 1991',
'geodetic',
'WGS 84 coordinates of a single station determined during the 1988 Tango mission.',
'1991',
7030,
8901,
2824,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Fort Marigot and Sainte Anne (datum codes 6621-22) in Guadeloupe and Fort Desaix (datum code 6625) in Martinique.',
'IGN Paris.',
'OGP',
TO_DATE('2004-03-26'),
'2004.200 2009.073',
1 );
INSERT INTO epsg_datum VALUES ( 6641,
'IGN53 Mare',
'geodetic',
'South-east end of the La Roche base.',
'1953',
7022,
8901,
2819,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
0 );
INSERT INTO epsg_datum VALUES ( 6642,
'ST84 Ile des Pins',
'geodetic',
'Fundamental point: Pic Nga.',
'1984',
7022,
8901,
2820,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
0 );
INSERT INTO epsg_datum VALUES ( 6643,
'ST71 Belep',
'geodetic',
'',
'1971',
7022,
8901,
2821,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie.',
'OGP',
TO_DATE('2002-11-29'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6644,
'NEA74 Noumea',
'geodetic',
'Noumea old signal station.',
'1974',
7022,
8901,
2823,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'2006.620',
0 );
INSERT INTO epsg_datum VALUES ( 6645,
'Reseau Geodesique Nouvelle Caledonie 1991',
'geodetic',
'ITRF90 at epoch 1989.0',
'1989',
7022,
8901,
1174,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie.',
'OGP',
TO_DATE('2002-11-29'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6646,
'Grand Comoros',
'geodetic',
'Fundamental point: M''Tsaoueni. Latitude: 11deg28''32.200"S, longitude: 43deg15''42.315"E (of Greenwich).',
'',
7022,
8901,
2807,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6647,
'International Terrestrial Reference Frame 1988',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1988',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1988.0. Replaced by ITRF89 (code 6648).',
'International Earth Rotation Service (IERS) Annual Report for 1988. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6648,
'International Terrestrial Reference Frame 1989',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1989',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1989.0. Replaces ITRF88 (code 6647). Replaced by ITRF90 (code 6649).',
'International Earth Rotation Service (IERS) Technical Note No. 6. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6649,
'International Terrestrial Reference Frame 1990',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1990',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1990.0. Replaces ITRF89 (code 6648). Replaced by ITRF91 (code 6650).',
'International Earth Rotation Service (IERS) Technical Note No. 9. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6650,
'International Terrestrial Reference Frame 1991',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1991',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1991.0. Replaces ITRF90 (code 6649). Replaced by ITRF92 (code 6651).',
'International Earth Rotation Service (IERS) Technical Note No. 12. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6651,
'International Terrestrial Reference Frame 1992',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1992',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1992.0. Replaces ITRF91 (code 6650). Replaced by ITRF93 (code 6652).',
'International Earth Rotation Service (IERS) Technical Note No. 15. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6652,
'International Terrestrial Reference Frame 1993',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1993',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1993.0. Replaces ITRF92 (code 6651). Replaced by ITRF94 (code 6653).',
'International Earth Rotation Service (IERS) Technical Note No. 18. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6653,
'International Terrestrial Reference Frame 1994',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1994',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1994.0. Replaces ITRF93 (code 6652). Replaced by ITRF96 (code 6654).',
'International Earth Rotation Service (IERS) Technical Note No. 20. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6654,
'International Terrestrial Reference Frame 1996',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1996',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1996.0. Replaces ITRF94 (code 6653). Replaced by ITRF97 (code 6655).',
'International Earth Rotation Service (IERS) Technical Note No. 24. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6655,
'International Terrestrial Reference Frame 1997',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'1997',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 1997.0. Replaces ITRF96 (code 6654). Replaced by ITRF2000 (code 6656).',
'International Earth Rotation Service (IERS) Technical Note No. 27. Also IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6656,
'International Terrestrial Reference Frame 2000',
'geodetic',
'Origin at geocentre, orientated to the BIH Terrestrial System at epoch 1984.0. Datum defined by a set of 3-dimensional Cartesian station coordinates (SCS).',
'2000',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2000.0. Replaces ITRF97 (code 6655). Replaced by ITRF2005 (code 6758).',
'IGN Paris http://lareg.ensg.ign.fr/ITRF',
'OGP',
TO_DATE('2006-10-13'),
'2006.770 2006.892',
0 );
INSERT INTO epsg_datum VALUES ( 6657,
'Reykjavik 1900',
'geodetic',
'Fundamental point: Latitude: 64deg08''31.88"N, longitude: 21deg55''51.15"W (of Greenwich).',
'1900',
7051,
8901,
3262,
'Medium scale topographic mapping.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6658,
'Hjorsey 1955',
'geodetic',
'Fundamental point: Latitude: 64deg31''29.26"N, longitude: 22deg22''05.84"W (of Greenwich).',
'1955',
7022,
8901,
3262,
'1/50,000 scale topographic mapping.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6659,
'Islands Network 1993',
'geodetic',
'ITRF93 at epoch 1993.6.',
'1996',
7019,
8901,
1120,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Landmaelingar Islands (National Survey of Iceland).',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6660,
'Helle 1954',
'geodetic',
'',
'1954',
7022,
8901,
2869,
'Geodetic survey, topographic mapping..',
'',
'Statens kartverk.',
'OGP',
TO_DATE('2003-06-27'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6661,
'Latvia 1992',
'geodetic',
'Constrained to 4 ETRS89 points in Latvia from the EUREF Baltic 1992 campaign.',
'1992',
7019,
8901,
1139,
'Topographic mapping, geodetic survey.',
'Densification of ETRS89 during the 1992 Baltic campaign.',
'Latvijas Republikas Valsts zemes dienests (State Land Service of the Republic of Latvia) via EuroGeographics. http://crs.bkg.bund.de/crs-eu/',
'OGP',
TO_DATE('2003-06-27'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6663,
'Porto Santo 1995',
'geodetic',
'SE Base on Porto Santo island. Origin and orientation constrained to those of the 1936 adjustment.',
'1995',
7022,
8901,
1314,
'Topographic mapping.',
'Classical and GPS observations. Replaces 1936 adjustment (datum code 6615). For Selvagens see Selvagem Grande (datum code 6616).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2005-09-06'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6664,
'Azores Oriental Islands 1995',
'geodetic',
'Fundamental point: Forte de Sao Bras. Origin and orientation constrained to those of the 1940 adjustment.',
'1940',
7022,
8901,
1345,
'Topographic mapping.',
'Classical and GPS observations. Replaces 1940 adjustment (datum code 6184).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2005-09-06'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6665,
'Azores Central Islands 1995',
'geodetic',
'Fundamental point: Graciosa south west base. Origin and orientation constrained to those of the 1948 adjustment.',
'1948',
7022,
8901,
1301,
'Topographic mapping.',
'Classical and GPS observations. Replaces 1948 adjustment (datum code 6183).',
'Instituto Geografico e Cadastral Lisbon; http://www.igeo.pt/',
'OGP',
TO_DATE('2005-09-06'),
'2005.460',
0 );
INSERT INTO epsg_datum VALUES ( 6666,
'Lisbon 1890',
'geodetic',
'Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38deg42''43.631"N, longitude: 9deg07''54.862"W of Greenwich.',
'1937',
7004,
8901,
1294,
'Topographic mapping.',
'Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).',
'Instituto Geografico e Cadastral Lisbon http://www.igeo.pt',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6667,
'Iraq-Kuwait Boundary Datum 1992',
'geodetic',
'Four stations established between September and December 1991 determined by GPS and Doppler observations.',
'1992',
7030,
8901,
2876,
'International boundary demarcation',
'',
'United Nations Iraq-Kuwait Boundary Demarcation Commission, Final Report, May 1993.',
'OGP',
TO_DATE('2003-09-01'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6668,
'European Datum 1979',
'geodetic',
'Fundamental point: Potsdam (Helmert Tower). Latitude: 52deg22''51.4456"N, longitude: 13deg03''58.9283"E (of Greenwich).',
'1979',
7022,
8901,
1297,
'Scientific network.',
'Replaced by 1987 adjustment.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6670,
'Istituto Geografico Militaire 1995',
'geodetic',
'Network of 1296 points observed 1992-1995 and adjusted in 1996 constrained to 9 ETRS89 points. Densification of ETRS89 in Italy.',
'1995',
7030,
8901,
1127,
'Geodetic survey and scientific study.',
'',
'ENI',
'OGP',
TO_DATE('2004-01-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6671,
'Voirol 1879',
'geodetic',
'Fundamental point: Voirol. Latitude: 36deg45''08.199"N, longitude: 3deg02''49.435"E (of Greenwich). Uses RGS (and old IGN) value of 2deg20''13.95"for Greenwich-Paris meridian difference.',
'1879',
7011,
8901,
1365,
'Topographic mapping.',
'Replaces Voirol 1875 (code 6304).',
'IGN Paris',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6672,
'Chatham Islands Datum 1971',
'geodetic',
'',
'1971',
7022,
8901,
2889,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaced by Chatham Islands Datum 1979 (code 6673).',
'Office of Surveyor General (OSG) Technical Report 14, June 2001.',
'OGP',
TO_DATE('2004-02-17'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6673,
'Chatham Islands Datum 1979',
'geodetic',
'Fundamental point: station Astro. Latitude: 43deg57''23.60"S, longitude: 176deg34''28.65"W (of Greenwich).',
'1979',
7022,
8901,
2889,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Chatham Islands Datum 1971 (code 6672). Replaced by New Zealand Geodetic Datum 2000 (code 6167) from March 2000.',
'Office of Surveyor General (OSG) Technical Report 14, June 2001.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6674,
'Sistema de Referencia Geocentrico para America del Sur 2000',
'geodetic',
'ITRF2000 at epoch 2000.40.',
'2000',
7019,
8901,
3418,
'Geodetic survey.',
'Realised by a frame of 184 stations observed in 2000 and adjusted in the ITRF2000. Includes ties to tide gauges. Replaces SIRGAS 1995 system for South America; expands SIRGAS to Mexico and Central America. In Mexico, replaces Mexico 1992 (code 1042).',
'IBGE Brazil, http://www1.ibge.gov.br/',
'OGP',
TO_DATE('2009-11-24'),
'2005.460 2005.830 2006.465 2006.770 2009.087',
0 );
INSERT INTO epsg_datum VALUES ( 6675,
'Guam 1963',
'geodetic',
'Fundamental point: Tagcha. Latitude: 13deg22''38.49"N, longitude: 144deg45''51.56"E (of Greenwich).',
'1963',
7008,
8901,
3255,
'Topographic mapping.',
'Replaced by NAD83(HARN)',
'US National Geospatial Intelligence Agency (NGA). http://earth-info.nga.mil/',
'OGP',
TO_DATE('2008-06-24'),
'2005.460 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6676,
'Vientiane 1982',
'geodetic',
'Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18deg01''31.6301"N, longitude: 102deg30''56.6999"E (of Greenwich).',
'1982',
7024,
8901,
1138,
'Topographic mapping.',
'Replaced by Lao 1993.',
'National Geographic Department',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6677,
'Lao 1993',
'geodetic',
'Fundamental point: Lao 1982 coordinates of Pakxa pillar. Latitude: 18deg23''57.0056"N, longitude: 103deg38''41.8020"E (of Greenwich). Orientation parallel with WGS 84.',
'1993',
7024,
8901,
1138,
'Topographic mapping.',
'Replaces Vientiane 1982. Replaced by Lao 1997',
'National Geographic Department',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6678,
'Lao National Datum 1997',
'geodetic',
'Fundamental point: Vientiane (Nongteng) Astro Pillar. Latitude: 18deg01''31.3480"N, longitude: 102deg30''57.1376"E (of Greenwich).',
'1997',
7024,
8901,
1138,
'Cadastre, topographic mapping, engineering survey.',
'Replaces Lao 1993.',
'National Geographic Department',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6679,
'Jouik 1961',
'geodetic',
'',
'1961',
7012,
8901,
2967,
'Hydrographic charting.',
'Replaced by Mauritania 1999 (datum code 6702).',
'Woodside',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
0 );
INSERT INTO epsg_datum VALUES ( 6680,
'Nouakchott 1965',
'geodetic',
'Nouakchott astronomical point.',
'1965',
7012,
8901,
2968,
'Topographic survey.',
'Triangulation limited to environs of Nouakchott. Extended in 1982 by satellite translocation from a single station "Ruines" to support Syledis chain for offshore operations. Replaced by Mauritania 1999 (datum code 6602).',
'IGN Paris and various industry sources.',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
0 );
INSERT INTO epsg_datum VALUES ( 6681,
'Mauritania 1999',
'geodetic',
'',
'1999',
7012,
8901,
1157,
'Minerals management, topographic mapping.',
'A network of 36 GPS stations tied to ITRF96, 8 of which are IGN astronomic points.',
'Woodside',
'OGP',
TO_DATE('2004-10-14'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6682,
'Gulshan 303',
'geodetic',
'Gulshan garden, Dhaka.',
'1995',
7015,
8901,
1041,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Network of more than 140 control points observed and adjusted in 1995 by Japan International Cooperation Agency (JICA).',
'Survey of Bangladesh via IGN Paris and Tullow Oil.',
'OGP',
TO_DATE('2006-06-22'),
'2006.470',
0 );
INSERT INTO epsg_datum VALUES ( 6683,
'Philippine Reference System 1992',
'geodetic',
'Fundamental point: Balacan. Latitude: 13deg33''41.000"N, longitude: 121deg52''03.000"E (of Greenwich), geoid-ellipsoid separation 0.34m.',
'1992',
7008,
8901,
1190,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Luzon 1911 datum (code 6253).',
'National Mapping and Resource Information Authority, Coast and Geodetic Survey Department.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6684,
'Gan 1970',
'geodetic',
'',
'1970',
7022,
8901,
3274,
'Topographic mapping.',
'In some references incorrectly named "Gandajika 1970". See datum code 6685.',
'Various industry sources.',
'OGP',
TO_DATE('2005-04-14'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6685,
'Gandajika',
'geodetic',
'Gandajika base.',
'1953',
7022,
8901,
1259,
'Topographic mapping.',
'In some references incorrectly attributed to the Maldives. See datum code 6684.',
'Various industry sources.',
'OGP',
TO_DATE('2005-04-14'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6686,
'Marco Geocentrico Nacional de Referencia',
'geodetic',
'ITRF94 at epoch 1995.4. Bogota observatory coordinates: Latitude: 4deg35''46.3215"N, longitude: 74deg04''39.0285"W (of Greenwich).',
'2004',
7019,
8901,
3229,
'Geodetic survey.',
'Densification of SIRGAS 1995 within Colombia. Replaces Bogota 1975 (datum code 6218).',
'Instituto Geografico Agustin Codazzi (IGAC) publication "Aspectos practicos de la adopcion del Marco Geocentrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm',
'OGP',
TO_DATE('2008-06-24'),
'2006.770 2007.060 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6687,
'Reseau Geodesique de la Polynesie Francaise',
'geodetic',
'ITRF92 at epoch 1993.0. Densification by GPS of the Reference Network of French Polynesia, a coordinate set of 13 stations determined through DORIS observations.',
'1993',
7019,
8901,
1098,
'Geodetic survey.',
'Replaces Tahaa 54 (datum code 6629), IGN 63 Hiva Oa (6689), IGN 72 Nuku Hiva (6630), Maupiti 83 (6692), MHEFO 55 (6688), Moorea 87 (6691) and Tahiti 79 (6690).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6688,
'Fatu Iva 72',
'geodetic',
'Fundamental point: Latitude: 9deg25''58.00"S, longitude: 138deg55''06.25"W (of Greenwich).',
'1972',
7022,
8901,
3133,
'Hydrographic and topographic survey.',
'Recomputed by IGN in 1972 using origin and observations of 1953-1955 Mission Hydrographique des Establissements Francais d''Oceanie (MHEFO 55). Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6689,
'IGN63 Hiva Oa',
'geodetic',
'Fundamental point: Atuona. Latitude: 9deg48''27.20"S, longitude: 139deg02''15.45"W (of Greenwich).',
'1963',
7022,
8901,
3130,
'Hydrographic and topographic survey.',
'Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6690,
'Tahiti 79',
'geodetic',
'Fundamental point: Tahiti North Base. Latitude: 17deg38''10.0"S, longitude: 149deg36''57.8"W (of Greenwich).',
'1979',
7022,
8901,
3124,
'Hydrographic and topographic survey.',
'Replaces Tahiti 52 (datum code 6628) in Tahiti. Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6691,
'Moorea 87',
'geodetic',
'Two stations on Tahiti whose coordinates from the Tahiti 1979 adjustment were held fixed.',
'1987',
7022,
8901,
3125,
'Hydrographic and topographic survey.',
'Replaces Tahiti 52 (datum code 6628) in Moorea. Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2005-08-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6692,
'Maupiti 83',
'geodetic',
'Fundamental point: Pitiahe South Base. Latitude: 16deg28''28.942"S, longitude: 152deg14''55.059"W (of Greenwich).',
'1983',
7022,
8901,
3126,
'Hydrographic and topographic survey.',
'Replaced by RGPF (datum code 6687).',
'Gouvernement de la Polynesie Francaise, Service de l''Urbanisme, Section topographie.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6693,
'Nakhl-e Ghanem',
'geodetic',
'Coordinates of two stations determined with respect to ITRF 2000 at epoch 2005.2: BMT1 latitude 27deg42''09.8417"N, longitude 52deg12''11.0362"E (of Greenwich); Total1 latitude 27deg31''03.8896"N, longitude 52deg36''13.1312"E (of Greenwich).',
'2005',
7030,
8901,
2362,
'Engineering survey for onshore facilities for South Pars phase 11 and Pars LNG.',
'',
'Total',
'OGP',
TO_DATE('2008-06-24'),
'2006.770 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6694,
'Posiciones Geodesicas Argentinas 1994',
'geodetic',
'A geodetic network of 127 high accuracy surveyed points based on WGS 84 that define the National Geodetic System (Sistema Geodesico Nacional).',
'1994',
7030,
8901,
1033,
'Topographic mapping, geodetic survey.',
'Una red geodesica de 127 puntos materializados en el terreno que definen el Sistema Geodesico Nacional. Technically, but at this record revision date not legally, replaced by POSGAR 98 (code 6190).',
'Instituto Geografico Militar de la Republica Argentina, http://www.igm.gov.ar',
'OGP',
TO_DATE('2008-06-23'),
'2008.052',
0 );
INSERT INTO epsg_datum VALUES ( 6695,
'Katanga 1955',
'geodetic',
'Fundamental point: Tshinsenda A. Latitude: 12deg30''31.568"S, longitude: 28deg01''02.971"E (of Greenwich).',
'1955',
7008,
8901,
3147,
'Cadastre, topographic mapping, engineering survey.',
'Replaces earlier adjustments.',
'Clifford J. Mugnier, in Photogrammetric Engineering and Remote Sensing, June 2005.',
'OGP',
TO_DATE('2009-06-02'),
'2008.045 2009.011',
0 );
INSERT INTO epsg_datum VALUES ( 6696,
'Kasai 1953',
'geodetic',
'Two stations of the Katanga triangulation with ellipsoid change applied: Kabila, latitude 6deg58''34.023"S, longitude 23deg50''24.028"E (of Greenwich); and Gandajika NW base, latitude 6deg45''01.057"S, longitude 23deg57''03.038"E (of Greenwich).',
'1955',
7012,
8901,
3148,
'Cadastre, topographic mapping, engineering survey.',
'Replaced by IGC 1962 Arc of the 6th Parallel South.',
'Institute Geographique du Congo',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6697,
'IGC 1962 Arc of the 6th Parallel South',
'geodetic',
'Coordinates of 3 stations determined with respect to Arc 1950: Mulungu 4deg47''39.2325"S, 29deg59''37.5864"E; Nyakawembe 4deg14''57.3618"S, 29deg42''52.8032"E; Kavula 4deg35''15.8634"S, 29deg41''14.2693"E (all longitude w.r.t. Greenwich).',
'1962',
7012,
8901,
3149,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Institute Geographique du Congo',
'OGP',
TO_DATE('2008-06-24'),
'2006.721 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6698,
'IGN 1962 Kerguelen',
'geodetic',
'K0 1949.',
'1949',
7022,
8901,
2816,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'IGN Paris.',
'OGP',
TO_DATE('2005-11-23'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6699,
'Le Pouce 1934',
'geodetic',
'Fundamental point: Le Pouce. Latitude: 20deg11''42.25"S, longitude: 57deg31''18.58"E (of Greenwich).',
'1934',
7012,
8901,
3209,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Cartography Section, Ministry of Housing and Land.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6700,
'IGN Astro 1960',
'geodetic',
'Realised through a set of independent astronomically-positioned points.',
'1960',
7012,
8901,
1157,
'Small scale topographic mapping.',
'Observed during 1959-1960. Independent points not connected through a network. Relative accuracy estimated at 50-100m. Replaced by Mauritania 1999 (datum code 6702).',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2006-06-12'),
'2006.440',
0 );
INSERT INTO epsg_datum VALUES ( 6701,
'Institut Geographique du Congo Belge 1955',
'geodetic',
'Fundamental point: Yella east base. Latitude: 6deg00''53.139"S, longitude: 12deg58''29.287"E (of Greenwich).',
'1955',
7012,
8901,
3171,
'Cadastre, topographic mapping, engineering survey.',
'Replaced by IGC 1962 Arc of the 6th Parallel South, except for oil industry activities.',
'Institut Geographique du Congo Belge.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6702,
'Mauritania 1999',
'geodetic',
'ITRF96 at epoch 1997.0',
'1999',
7019,
8901,
1157,
'Geodesy.',
'A network of 36 GPS stations tied to ITRF96, 8 of which are IGN 1962 astronomic points.',
'Ministry of Works and Transport, Topography and Cartography Directive.',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6703,
'Missao Hidrografico Angola y Sao Tome 1951',
'geodetic',
'Extension of Camacupa datum into Cabinda.',
'1951',
7012,
8901,
1318,
'Coastal hydrography.',
'A variation of this datum has been adopted by the oil industry but incorrectly using the International 1924 ellipsoid and not tied to the official Portuguese triangulation - see Mhast (onshore) and Mhast (offshore) (codes 6704 and 6705).',
'Various industry sources.',
'OGP',
TO_DATE('2006-01-03'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6704,
'Mhast (onshore)',
'geodetic',
'Probably adopted a Mhast 1951 coordinate set but associated an incorrect ellipsoid with it.',
'',
7022,
8901,
3179,
'Oil industry exploration and production. From 1979, offshore use superseded by Mhast (offshore) (code 6705).',
'Adopted by oil industry with intention of being Mhast 1951 (code 6703) but incorrectly (for Mhast 1951) used the International 1924 ellipsoid. This datum differs by about 400 metres from the Portuguese Mhast 1951 and Camacupa datums.',
'ChevronTexaco.',
'OGP',
TO_DATE('2006-01-03'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6705,
'Mhast (offshore)',
'geodetic',
'Fundamental point: Station Y at Malongo base camp. Latitude: 5deg23''30.810"S, longitude: 12deg12''01.590"E (of Greenwich).',
'1979',
7022,
8901,
3180,
'Oil industry offshore exploration and production between 1979 and 1987.',
'Origin coordinates determined by Transit single point position using 32 passes and transformed from WGS72BE using transformation code 15790. Differs from Mhast (onshore) by approximately 10m. Replaced in 1987 by Malongo 1987 (code 6259).',
'ChevronTexaco.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6706,
'Egypt Gulf of Suez S-650 TL',
'geodetic',
'Fundamental point: Station S-650 DMX. Adopted coordinates: latitude: 28deg19''02.1907"N, longitude: 33deg06''36.6344"E (of Greenwich). The proper Egypt 1907 coordinates for S-650 differ from these by about 20m.',
'1980',
7020,
8901,
2341,
'Oil industry offshore exploration and production in Gulf of Suez after 1980.',
'A coherent set of stations bordering the Gulf of Suez coordinated by Transit translocation ("TL") between 1980 and 1984. Based on incorrect Egypt 1907 values for origin station S-650. Differs from true Egypt 1907 by approximately 20m.',
'Various industry sources.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6707,
'Tern Island 1961',
'geodetic',
'Fundamental point: station FRIG on tern island, station B4 on Sorol Atoll.',
'1961',
7022,
8901,
3181,
'Military and topographic mapping',
'Two independent astronomic determinations considered to be consistent through adoption of common transformation to WGS 84 (see tfm code 15795).',
'DMA / NIMA / NGA TR8350.2 (original 1987 first edition and 3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6708,
'Cocos Islands 1965',
'geodetic',
'Fundamental point: Anna 1.',
'1965',
7003,
8901,
1069,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6709,
'Iwo Jima 1945',
'geodetic',
'Fundamental point: Beacon "E".',
'1945',
7022,
8901,
3200,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6710,
'St. Helena 1971',
'geodetic',
'Fundamental point: DOS 71/4.',
'1971',
7022,
8901,
3183,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6711,
'Marcus Island 1952',
'geodetic',
'Marcus Island Astronomic Station.',
'1952',
7022,
8901,
3203,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6712,
'Ascension Island 1958',
'geodetic',
'',
'1958',
7022,
8901,
3182,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6713,
'Ayabelle Lighthouse',
'geodetic',
'Fundamental point: Ayabelle Lighthouse.',
'',
7012,
8901,
1081,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6714,
'Bellevue',
'geodetic',
'',
'1960',
7022,
8901,
3193,
'Military and topographic mapping',
'Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-07-29'),
'2006.510',
0 );
INSERT INTO epsg_datum VALUES ( 6715,
'Camp Area Astro',
'geodetic',
'',
'',
7022,
8901,
3205,
'Geodetic and topographic survey',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6716,
'Phoenix Islands 1966',
'geodetic',
'',
'1966',
7022,
8901,
3196,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6717,
'Cape Canaveral',
'geodetic',
'Fundamental point: Central 1950. Latitude: 28deg29''32.36555"N, longitude 80deg34''38.77362"W (of Greenwich)',
'1963',
7008,
8901,
3206,
'US space and military operations.',
'',
'US NGS and DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2008-06-24'),
'2006.870 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6718,
'Solomon 1968',
'geodetic',
'Fundamental point: GUX 1.',
'1968',
7022,
8901,
1213,
'Military and topographic mapping, +/- 25 meters in each component',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6719,
'Easter Island 1967',
'geodetic',
'',
'1967',
7022,
8901,
3188,
'Military and topographic mapping, +/- 25 meters in each component',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6720,
'Fiji Geodetic Datum 1986',
'geodetic',
'NWL 9D coordinates of 6 stations on Vitu Levu and Vanua Levu.',
'1986',
7043,
8901,
1094,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Viti Levu 1912, Vanua Levu 1915 and Fiji 1956.',
'Survey Review 30,231 (January 1989).',
'OGP',
TO_DATE('2006-07-19'),
'2006.500',
0 );
INSERT INTO epsg_datum VALUES ( 6721,
'Fiji 1956',
'geodetic',
'Latitude origin was obtained astronomically at station Rasusuva = 17deg49''03.13"S, longitude origin was obtained astronomically at station Suva = 178deg25''35.835"E (of Greenwich).',
'1956',
7022,
8901,
3398,
'Military and topographic mapping',
'For topographic mapping replaces Viti Levu 1912 and Vanua Levu 1915. Replaced by Fiji Geodetic Datum 1986.',
'SOPAC, www.sopac.org, and Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2008-06-24'),
'2006.500 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6722,
'South Georgia 1968',
'geodetic',
'Fundamental point: ISTS 061.',
'1968',
7022,
8901,
3187,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6723,
'Grand Cayman 1959',
'geodetic',
'Fundamental point: GC1. Latitude: 19deg17''54.43"N, longitude: 81deg22''37.17"W (of Greenwich).',
'1959',
7008,
8901,
3185,
'Topographic mapping',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6724,
'Diego Garcia 1969',
'geodetic',
'Fundamental point: ISTS 073.',
'1969',
7022,
8901,
3189,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6725,
'Johnston Island 1961',
'geodetic',
'',
'1961',
7022,
8901,
3201,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6726,
'Little Cayman 1961',
'geodetic',
'Fundamental point: LC5. Latitude: 19deg39''46.324"N, longitude: 81deg03''47.910"W (of Greenwich).',
'1961',
7008,
8901,
3186,
'Military and topographic mapping.',
'',
'Clifford J. Mugnier; in Photogrammetric Engineering \& Remote Sensing November 1998. http://www.asprs.org/',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6727,
'Midway 1961',
'geodetic',
'',
'1961',
7022,
8901,
3202,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6728,
'Pico de las Nieves 1984',
'geodetic',
'',
'',
7022,
8901,
3199,
'Military and topographic mapping',
'Replaces Pico de las Nieves 1968 (PN68). Replaced by REGCAN95.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2009-06-02'),
'2009.033',
0 );
INSERT INTO epsg_datum VALUES ( 6729,
'Pitcairn 1967',
'geodetic',
'Fundamental point: Pitcairn Astro. Latitude: 25deg04''06.87"S, longitude: 130deg06''47.83"W (of Greenwich).',
'1967',
7022,
8901,
3208,
'Military and topographic mapping',
'Replaced by Pitcairn 2006.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2008-06-24'),
'2008.004 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6730,
'Santo 1965',
'geodetic',
'',
'1965',
7022,
8901,
3194,
'Military and topographic mapping',
'Datum covers all the major islands of Vanuatu in two different adjustment blocks, but practical usage is as given in the area of use.',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-07-29'),
'2006.510',
0 );
INSERT INTO epsg_datum VALUES ( 6731,
'Viti Levu 1916',
'geodetic',
'',
'1916',
7012,
8901,
3195,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6732,
'Marshall Islands 1960',
'geodetic',
'',
'1960',
7053,
8901,
3191,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6733,
'Wake Island 1952',
'geodetic',
'',
'1952',
7022,
8901,
3190,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6734,
'Tristan 1968',
'geodetic',
'',
'1968',
7022,
8901,
3184,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6735,
'Kusaie 1951',
'geodetic',
'',
'1951',
7022,
8901,
3192,
'Military and topographic mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6736,
'Deception Island',
'geodetic',
'',
'',
7012,
8901,
3204,
'Military and scientific mapping',
'',
'DMA / NIMA / NGA TR8350.2 (3rd edition, Amendment 1, 3 January 2000).',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6737,
'Geocentric datum of Korea',
'geodetic',
'ITRF2000 at epoch 2002.0.',
'2002',
7019,
8901,
1135,
'Geodetic survey.',
'',
'Permanent Committee for GIS Infrastructure for Asia and the Pacific (PCGIAP), http://www.gsi.go.jp/PCGIAP',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6738,
'Hong Kong 1963',
'geodetic',
'Fundamental point: Trig "Zero", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg18''12.82"N, longitude 114deg10''18.75"E (of Greenwich).',
'1963',
7007,
8901,
1118,
'Topographic mapping and hydrographic charting.',
'Replaced by Hong Kong 1963(67) for military purposes only in 1967. Replaced by Hong Kong 1980.',
'Survey and Mapping Office, Lands Department. http://www.info.gov.hk/landsd/',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6739,
'Hong Kong 1963(67)',
'geodetic',
'Fundamental point: Trig "Zero", 38.4 feet south along the transit circle of the Kowloon Observatory. Latitude 22deg18''12.82"N, longitude 114deg10''18.75"E (of Greenwich).',
'1967',
7022,
8901,
1118,
'Military mapping and charting.',
'Replaces Hong Kong 1963 for military purposes only in 1967. Replaced by Hong Kong 1980.',
'UK Hydrographic Office.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6740,
'Parametrop Zemp 1990',
'geodetic',
'Geocentre.',
'1990',
7054,
8901,
1262,
'Geodetic survey.',
'Derived through satellite tracking techniques. EPSG''s PZ-90 datum has been the then current realisation. No distinction is made between the original PZ-90 frame and the PZ-90.02 improvement which was introduced in 2007.',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2010-03-30'),
'2010.031',
0 );
INSERT INTO epsg_datum VALUES ( 6741,
'Faroe Datum 1954',
'geodetic',
'Astronomical observations at 3 points.',
'1954',
7022,
8901,
3248,
'Geodetic survey, topographic mapping, engineering and cadastral survey.',
'Replaced by ED50 in late 1970''s for all purposes other than cadastre. Replaced by fk89 for cadastre.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-08-04'),
'2005.472',
0 );
INSERT INTO epsg_datum VALUES ( 6742,
'Geodetic Datum of Malaysia 2000',
'geodetic',
'ITRF2000, epoch 2000.0.',
'2000',
7019,
8901,
1151,
'Geodetic survey, topographic mapping, engineering and cadastrral survey.',
'Replaces all older Malaysian datums.',
'GDM2000 Technical Manual; Department of Survey and Mapping Malaysia. www.jupem.gov.my',
'OGP',
TO_DATE('2006-03-16'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6743,
'Karbala 1979',
'geodetic',
'Fundamental point: Karbala. Latitude: 32deg34''14.4941"N, longitude: 44deg00''49.6379"E.',
'1979',
7012,
8901,
1124,
'Geodetic survey.',
'National geodetic network established by Polservice consortium.',
'Various industry sources.',
'OGP',
TO_DATE('2009-06-02'),
'2009.003',
0 );
INSERT INTO epsg_datum VALUES ( 6744,
'Nahrwan 1934',
'geodetic',
'Fundamental point: Nahrwan south base. Latitude: 33deg19''10.87"N, longitude: 44deg43''25.54"E (of Greenwich).',
'1934',
7012,
8901,
3390,
'Oil exploration and production.',
'This adjustment later discovered to have a significant orientation error. In Iran replaced by FD58. In Iraq, replaced by Nahrwan 1967.',
'Various industry sources.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6745,
'Rauenberg Datum/83',
'geodetic',
'Fundamental point: Rauenberg. Latitude: 52deg27''12.021"N, longitude: 13deg22''04.928"E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.',
'1990',
7004,
8901,
2545,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'RD/83 is the realisation of DHDN in Saxony. It is the resultant of applying a transformation derived at 106 points throughout former East Germany to Pulkovo 1942/83 points in Saxony.',
'BKG via EuroGeographics. http://crs.bkg.bund.de',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6746,
'Potsdam Datum/83',
'geodetic',
'Fundamental point: Rauenberg. Latitude: 52deg27''12.021"N, longitude: 13deg22''04.928"E (of Greenwich). This station was destroyed in 1910 and the station at Potsdam substituted as the fundamental point.',
'1990',
7004,
8901,
2544,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'PD/83 is the realisation of DHDN in Thuringen. It is the resultant of applying a transformation derived at 13 points on the border between East and West Germany to Pulkovo 1942/83 points in Thuringen.',
'BKG via EuroGeographics. http://crs.bkg.bund.de',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6747,
'Greenland 1996',
'geodetic',
'ITRF94 at epoch 1996.62',
'1996',
7019,
8901,
1107,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaces Ammassalik 1958, Qornoq 1927 and Scoresbysund 1952.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6748,
'Vanua Levu 1915',
'geodetic',
'Latitude origin was obtained astronomically at station Numuiloa = 16deg23''38.36"S, longitude origin was obtained astronomically at station Suva = 178deg25''35.835"E.',
'1915',
7055,
8901,
3401,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6749,
'Reseau Geodesique de Nouvelle Caledonie 91-93',
'geodetic',
'ITRF90 at epoch 1989.0.',
'1989',
7019,
8901,
1174,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-08-18'),
'2006.770',
0 );
INSERT INTO epsg_datum VALUES ( 6750,
'ST87 Ouvea',
'geodetic',
'Ouloup.',
'1987',
7030,
8901,
2813,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Service Topographique de la Nouvelle Caledonie, Direction des Infrastructures, de la Topografie et des Transports Terrestres. www.dittt.gouv.nc',
'OGP',
TO_DATE('2006-07-21'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6751,
'Kertau (RSO)',
'geodetic',
'',
'1969',
7056,
8901,
1309,
'Metrication of RSO grid.',
'Adopts metric conversion of 0.914398 metres per yard exactly. This is a truncation of the Sears 1922 ratio.',
'Defence Geographic Centre.',
'OGP',
TO_DATE('2006-07-24'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6752,
'Viti Levu 1912',
'geodetic',
'Latitude origin was obtained astronomically at station Monavatu = 17deg53''28.285"S, longitude origin was obtained astronomically at station Suva = 178deg25''35.835"E.',
'1912',
7055,
8901,
3195,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'For topographic mapping, replaced by Fiji 1956. For other purposes, replaced by Fiji 1986.',
'Clifford J. Mugnier in Photogrammetric Engineering and Remote Sensing, October 2000, www.asprs.org.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6753,
'fk89',
'geodetic',
'',
'1989',
7022,
8901,
3248,
'Cadastre',
'Replaces FD54 for cadastre.',
'Kort \& Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2006-08-04'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6754,
'Libyan Geodetic Datum 2006',
'geodetic',
'5 stations tied to ITRF2000 through 8 days of continuous observations in May 2006.',
'2006',
7022,
8901,
1143,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces ELD79.',
'Survey Department of Libya.',
'OGP',
TO_DATE('2006-08-25'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6755,
'Datum Geodesi Nasional 1995',
'geodetic',
'ITRF91at epoch 1992.0.',
'1995',
7030,
8901,
1122,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces ID74 and all older datums.',
'Bakosurtanal.',
'OGP',
TO_DATE('2006-08-25'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6756,
'Vietnam 2000',
'geodetic',
'Point N00, located in the premises of the Land Administration Research Institute, Hoang Quoc Viet Street, Hanoi.',
'2000',
7030,
8901,
1252,
'Geodetic survey, topographic mapping, engineering survey.',
'Replaces Hanoi 1972.',
'General Director of Land Administration.',
'OGP',
TO_DATE('2006-09-13'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6757,
'SVY21',
'geodetic',
'Fundamental point: Base 7 at Pierce Resevoir. Latitude: 1deg22''02.9154"N, longitude: 103deg49''31.9752"E (of Greenwich).',
'2004',
7030,
8901,
1210,
'Cadastre.',
'Replaces Kertau 1968 for cadastral purposes from August 2004.',
'Singapore Land Authority',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6758,
'Jamaica 2001',
'geodetic',
'Aligned to WGS 84.',
'2001',
7030,
8901,
1128,
'Geodetic survey, cadastre, topographic mapping, hydrographic charting, engineering survey.',
'',
'National Land Agency.',
'OGP',
TO_DATE('2007-01-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6759,
'NAD83 (National Spatial Reference System 2007)',
'geodetic',
'Coordinates of 486 national continually operating reference system (CORS) and 195 collaborative GPS (CGPS) sites constrained to their CORS96 values, ITRF2000 at epoch 2002.0.',
'2007',
7019,
8901,
1511,
'Geodetic survey.',
'',
'U.S. National Geodetic Survey, http://www.ngs.noaa.gov/',
'OGP',
TO_DATE('2007-03-13'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6760,
'World Geodetic System 1966',
'geodetic',
'Developed from a worldwide distribution of terrestrial and geodetic satellite observations and defined through a set of station coordinates.',
'1966',
7025,
8901,
1262,
'Geodesy.',
'A worldwide 5deg x 5deg mean free air gravity anomaly field provided the basic data for producing the WGS 66 gravimetric geoid. Replaced by WGS 72.',
'US DMA/NIMA/NGA',
'OGP',
TO_DATE('2007-03-25'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6761,
'Croatian Terrestrial Reference System',
'geodetic',
'Densification of ETRS89 in Croatia at epoch 1995.55.',
'1996',
7019,
8901,
1076,
'Geodesy.',
'Based on 78 control points with coordinates determined in ETRS89.',
'State Geodetic Administration of the Republic of Croatia.',
'OGP',
TO_DATE('2007-09-25'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6762,
'Bermuda 2000',
'geodetic',
'ITRF96 at epoch 2000.0.',
'2000',
7030,
8901,
1047,
'Topographic mapping, cadastral and engineering survey.',
'',
'Department of Lands Buildings and Surveys',
'OGP',
TO_DATE('2007-12-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6763,
'Pitcairn 2006',
'geodetic',
'Fundamental point: Pitcairn Astro. Latitude: 25deg04''06.7894"S, longitude: 130deg06''46.6816"W (of Greenwich), derived by single point GPS oberservations.',
'2006',
7030,
8901,
3208,
'Cadastre, topographic mapping and engineering survey',
'Replaces Pitcairn 1967.',
'Pitcairn Island Government.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6764,
'Ross Sea Region Geodetic Datum 2000',
'geodetic',
'Based on ITRF96 at epoch 2000.0',
'2000',
7019,
8901,
3558,
'Geodetic survey, topographic mapping.',
'',
'Land Information New Zealand: LINZS25001 Standard for Ross Sea Region Geodetic Datum 2000; 16 November 2007.',
'OGP',
TO_DATE('2008-04-04'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6765,
'Slovenia Geodetic Datum 1996',
'geodetic',
'Densification of ETRS89, based on ITRS89 at epoch 1995.55.',
'1996',
7019,
8901,
1212,
'Geodetic survey, topographic mapping.',
'',
'Surveying and Mapping Authority of Slovenia',
'OGP',
TO_DATE('2008-04-04'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6801,
'CH1903 (Bern)',
'geodetic',
'Fundamental point: Old Bern observatory. Latitude: 46deg57''08.660"N, longitude: 0degE (of Bern).',
'1903',
7004,
8907,
1286,
'Topographic mapping.',
'',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6802,
'Bogota 1975 (Bogota)',
'geodetic',
'Fundamental point: Bogota observatory. Latitude: 4deg35''56.570"N, longitude: 0degE (of Bogota).',
'1975',
7022,
8904,
3229,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2000.200 2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6803,
'Lisbon 1937 (Lisbon)',
'geodetic',
'Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38deg42''43.631"N, longitude: 0degE (of Lisbon).',
'1937',
7022,
8902,
1294,
'Topographic mapping.',
'Replaces Lisbon 1890 adjustment (which used Bessel 1841 ellipsoid).',
'Instituto Geografico e Cadastral; Lisbon',
'OGP',
TO_DATE('2008-06-24'),
'2001.551 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6804,
'Makassar (Jakarta)',
'geodetic',
'Fundamental point: station P1, Moncongloe. Latitude 5deg08''41.42"S, longitude 12deg35''47.15"E (of Jakarta).',
'',
7004,
8908,
1316,
'Topographic mapping.',
'',
'OGP',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6805,
'Militar-Geographische Institut (Ferro)',
'geodetic',
'Fundamental point: Hermannskogel. Latitude: 48deg16''15.29"N, longitude: 33deg57''41.06"E (of Ferro).',
'1901',
7004,
8909,
1321,
'Geodetic survey.',
'Replaced by MGI in Austria and MGI 1901 in former Yugoslavia.',
'Bundesamt fur Eich- und Vermessungswesen; Wien',
'OGP',
TO_DATE('2009-06-02'),
'2008.045 2009.015',
0 );
INSERT INTO epsg_datum VALUES ( 6806,
'Monte Mario (Rome)',
'geodetic',
'Fundamental point: Monte Mario. Latitude: 41deg55''25.51"N, longitude: 0deg00'' 00.00"E (of Rome).',
'',
7022,
8906,
3343,
'Topographic mapping.',
'Replaced Genova datum, Bessel 1841 ellipsoid, from 1940.',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.360 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6807,
'Nouvelle Triangulation Francaise (Paris)',
'geodetic',
'Fundamental point: Pantheon. Latitude: 54.273618g N, longitude: 0.0106921g E (of Paris).',
'1895',
7011,
8903,
3694,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2010-03-30'),
'2003.361 2009.106',
0 );
INSERT INTO epsg_datum VALUES ( 6808,
'Padang 1884 (Jakarta)',
'geodetic',
'Fundamental point: Padang',
'1884',
7004,
8908,
1355,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6809,
'Reseau National Belge 1950 (Brussels)',
'geodetic',
'Fundamental point: Lommel (tower). Latitude: 51deg13''47.334"N, longitude: 0deg56''44.773"E (of Brussels).',
'1950',
7022,
8910,
1347,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6810,
'Tananarive 1925 (Paris)',
'geodetic',
'Fundamental point: Tananarive observatory. Latitude: 21.0191667g S, longitude: 50.23849537g E (of Paris)',
'1925',
7022,
8903,
3273,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('2003-12-31'),
'2003.361',
0 );
INSERT INTO epsg_datum VALUES ( 6811,
'Voirol 1875 (Paris)',
'geodetic',
'Fundamental point: Voirol. Latitude: 40.83578 grads N, longitude: 0.78873 grads E (of Paris).',
'1875',
7011,
8903,
1365,
'Topographic mapping.',
'',
'IGN Paris',
'OGP',
TO_DATE('2004-01-07'),
'2003.361',
0 );
INSERT INTO epsg_datum VALUES ( 6813,
'Batavia (Jakarta)',
'geodetic',
'Fundamental point: Longitude at Batavia astronomical station. Latitude: 6deg07''39.522"S, longitude: 0deg00''00.0"E (of Jakarta). Latitude and azimuth at Genuk.',
'',
7004,
8908,
1285,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.361 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6814,
'Stockholm 1938 (Stockholm)',
'geodetic',
'Fundamental point: Stockholm observatory',
'1938',
7004,
8911,
3313,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'Replaced by RT90 adjustment (datum code 6124)',
'',
'OGP',
TO_DATE('1996-04-12'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6815,
'Greek (Athens)',
'geodetic',
'Fundamental point: Athens Observatory. Latitude 37deg58''20.132"N, longitude 0degE (of Athens).',
'',
7004,
8912,
1106,
'Topographic mapping.',
'See geodetic datum alias 6404. Used as basis of topographic mapping based on Hatt projection.',
'Topography Department; National Technical University of Athens',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6816,
'Carthage (Paris)',
'geodetic',
'Fundamental point: Carthage. Latitude: 40.9464506g N, longitude: 8.8724368g E (of Paris).',
'1925',
7011,
8903,
1618,
'Topographic mapping.',
'Fundamental point astronomic coordinates determined in 1878.',
'',
'OGP',
TO_DATE('2004-01-15'),
'2003.362 2003.050',
0 );
INSERT INTO epsg_datum VALUES ( 6817,
'NGO 1948 (Oslo)',
'geodetic',
'Fundamental point: Oslo observatory. Latitude: 59deg54''43.7"N, longitude: 0deg00''00.0"E (of Oslo).',
'1948',
7005,
8913,
1352,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2003.362 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6818,
'S-JTSK (Ferro)',
'geodetic',
'Modification of Austrian MGI (Ferro) datum.',
'1920',
7004,
8909,
1306,
'Geodetic survey, cadastre, topographic mapping, engineering survey.',
'',
'Research Institute for Geodesy Topography and Cartography (VUGTK); Prague.',
'OGP',
TO_DATE('2001-08-28'),
'2001.260',
0 );
INSERT INTO epsg_datum VALUES ( 6819,
'Nord Sahara 1959 (Paris)',
'geodetic',
'Coordinates of primary network readjusted on ED50 datum and then transformed conformally to Clarke 1880 (RGS) ellipsoid.',
'1959',
7012,
8903,
1366,
'Topographic mapping.',
'',
'"Le System Geodesique Nord-Sahara"; IGN Paris',
'OGP',
TO_DATE('2000-06-23'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6820,
'Gunung Segara (Jakarta)',
'geodetic',
'Station P5 (Gunung Segara) 0deg32''12.83"S, 117deg08''48.47"E (of Greenwich). Longitude 8deg20''20.68"E (of Jakarta).',
'',
7004,
8908,
1360,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 6821,
'Voirol 1879 (Paris)',
'geodetic',
'Fundamental point: Voirol. Latitude: 40.835864 grads N, longitude: 0.788735 grads E (of Paris).',
'1879',
7011,
8903,
1365,
'Topographic mapping.',
'Replaces Voirol 1875 (Paris) (code 6811).',
'IGN Paris',
'OGP',
TO_DATE('2004-01-07'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6896,
'International Terrestrial Reference Frame 2005',
'geodetic',
'Origin at geocentre, originally orientated to the BIH Terrestrial System at epoch 1984.0 then adjusted to ensure zero net rotation to earth''s overall tectonic motion. Defined by time series of Cartesian station coordinates and Earth Rotation parameters.',
'2005',
7019,
8901,
1262,
'Geodesy.',
'Realisation of the IERS Terrestrial Reference System (ITRS) at epoch 2005.0. Replaces ITRF2000 (code 6656).',
'IGN Paris http://itrf.ensg.ign.fr/itrs_itrf.php',
'OGP',
TO_DATE('2007-01-19'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6901,
'Ancienne Triangulation Francaise (Paris)',
'geodetic',
'',
'',
7027,
8914,
1326,
'Topographic mapping.',
'Uses the RGS value for the Paris meridian. In Alsace, data suspected to be transformation of German network into ATF. Replaced by Nouvelle Triangulation Francaise (Paris) (code 6807) which uses the 1936 IGN value for the Paris meridian.',
'',
'OGP',
TO_DATE('2007-11-01'),
'2007.083',
0 );
INSERT INTO epsg_datum VALUES ( 6902,
'Nord de Guerre (Paris)',
'geodetic',
'',
'',
7027,
8903,
1369,
'Topographic mapping.',
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 6903,
'Madrid 1870 (Madrid)',
'geodetic',
'Fundamental point: Madrid observatory.',
'1870',
7028,
8905,
2366,
'Topographic mapping.',
'',
'Institut de Geomatica; Barcelona',
'OGP',
TO_DATE('1998-11-11'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 6904,
'Lisbon 1890 (Lisbon)',
'geodetic',
'Fundamental point: Castelo Sao Jorge, Lisbon. Latitude: 38deg42''43.631"N, longitude: 0degE (of Lisbon).',
'1937',
7004,
8902,
1294,
'Topographic mapping.',
'Replaced by Lisbon 1937 adjustment (which uses International 1924 ellipsoid).',
'Instituto Geografico e Cadastral Lisbon http://www.igeo.pt',
'OGP',
TO_DATE('2008-06-24'),
'2003.232 2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9300,
'Astra Minas',
'engineering',
'Origin at 45deg59''54.79"S, 67deg34''38.94"W (of Greenwich).',
'',
Null,
Null,
1265,
'Oil industry mapping.',
'',
'',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9301,
'Barcelona',
'engineering',
'Centre of the gateway of San Cristobal chuch; Plaza Boyaca; Barcelona.',
'',
Null,
Null,
1266,
'Oil industry mapping.',
'Coordinates variously given as 10deg08''06"N 64deg41''17"W and 10deg08''06"N 64deg41''07.5"W. It is not clear whether there should be two local datums.',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9302,
'Maturin',
'engineering',
'Concrete post PR-1 in Plaza Bolivar; Maturin. 9deg44''55"N, 63deg10''40"W (of Greenwich).',
'',
Null,
Null,
1320,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9303,
'Maracaibo Cross',
'engineering',
'Cruz Canada Morillo in Maracaibo; 10deg38''32.328"N, 71deg37''12.12"W Loma Quintana datum.',
'',
Null,
Null,
1319,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9304,
'La Rosa',
'engineering',
'Monument in La Rosa; 10deg22''40.417"N, 71deg26''59.488"W Loma Quintana datum.',
'',
Null,
Null,
1311,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9305,
'Mene Grande',
'engineering',
'Monument in Santa Barbara; Mene Grande. 9deg52''25.488"N, 70deg54''35.310"W (of Greenwich).',
'',
Null,
Null,
1270,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9306,
'El Cubo',
'engineering',
'8deg44''17.258"N, 72deg30''09.01"W (of Greenwich).',
'',
Null,
Null,
1269,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9307,
'Dabajuro',
'engineering',
'Church tower at Dabajuro; 11deg01''19"N, 70deg40''40"W (of Greenwich).',
'',
Null,
Null,
1268,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9308,
'Tucupita',
'engineering',
'Centre of Plaza Bolivar; Tucupita; 9deg03''32"N, 62deg03''07.6"W (of Greenwich).',
'',
Null,
Null,
1370,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9309,
'El Mene',
'engineering',
'10deg04''49.1"N, 71deg02''10"W (of Greenwich).',
'',
Null,
Null,
1270,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9310,
'Santa Maria de Ipire',
'engineering',
'Concrete post PR-1 in Plaza Bolivar; Santa Maria de Ipire; 8deg40''06"N, 65deg19''09"W (of Greenwich).',
'',
Null,
Null,
1371,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_datum VALUES ( 9311,
'Barinas west base',
'engineering',
'Concrete pillar.',
'',
Null,
Null,
1267,
'Oil industry mapping.',
'',
'Ministry of Mines standards manual, 1974.',
'OGP',
TO_DATE('2000-06-10'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 9312,
'EPSG example X',
'engineering',
'Bin grid I=J=1 at WGS 84 / UTM zone 31N 456781E 5836723N.',
'',
Null,
Null,
1263,
'Example only.',
'Example only!',
'Bin grid orientation = 20 degrees grid. Bin width I=25m, J=12.5m. Bin increment I=1, J=1. Scale factor at origin 0.99984. Example only!',
'OGP',
TO_DATE('2000-06-23'),
'',
1 );
INSERT INTO epsg_datum VALUES ( 9313,
'EPSG example Platform Y',
'engineering',
'Conductor slot A1.',
'',
Null,
Null,
1263,
'Example only.',
'Example only',
'OGP',
'OGP',
TO_DATE('2000-06-23'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 9314,
'Tombak LNG plant',
'engineering',
'Plant grid coordinates of x=20000m, y=10000m at Nakhl-e Ghanem / UTM zone 39 coordinates 618336.784E, 3067774.21N. Plant grid x orientated at UTM grid bearing of 45 deg., plant grid y orientated at UTM grid bearing of 315 deg.',
'',
Null,
Null,
2362,
'Engineering survey.',
'',
'Total',
'OGP',
TO_DATE('2005-08-18'),
'',
0 );
INSERT INTO epsg_datum VALUES ( 9315,
'UKOOA P6 seismic bin grid example',
'engineering',
'Centre of bin grid I=J=1.',
'',
Null,
Null,
1263,
'Example only.',
'',
'UKOOA Data Exchange Format P6/98 "Definition of 3D Seismic Binning Grids".',
'OGP',
TO_DATE('2005-09-08'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_deprecation VALUES ( 2,
TO_DATE('2001-08-15'),
2001.223,
'Coordinate_Operation',
8563,
1670,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 3,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8457,
1676,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 4,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8236,
1675,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 5,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8183,
1677,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 6,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8195,
1680,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 7,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8199,
1679,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 8,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8234,
1673,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 9,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8567,
1681,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 10,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8572,
1672,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 11,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8573,
1671,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 12,
TO_DATE('2001-08-15'),
2001.222,
'Coordinate_Operation',
8580,
1678,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 13,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8396,
1665,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 14,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8400,
1666,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 15,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8576,
1667,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 16,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8577,
1668,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 17,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8194,
1669,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 18,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8190,
1665,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 19,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8192,
15789,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 20,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8398,
8576,
'State transformation republished by federal authority with minor changes in parameter values. Application gives result differences which are sub-metre.' );
INSERT INTO epsg_deprecation VALUES ( 21,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8408,
8578,
'State grid absorbed into regional grid.' );
INSERT INTO epsg_deprecation VALUES ( 22,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8453,
15786,
'Replaced this two-step concat tfm which includes a step giving zero coordinate change with a single tfm. The AGD66 to GDA94 state tfm 1506 upon which this tfm is based has been absorbed into national tfm 1803 from which 15786 is copied.' );
INSERT INTO epsg_deprecation VALUES ( 23,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8454,
15786,
'Replaced this two-step concat tfm which includes a step giving zero coordinate change with a single tfm. The AGD66 to GDA94 state tfm 1507 upon which this tfm is based has been absorbed into national tfm 1803 from which 15786 is copied.' );
INSERT INTO epsg_deprecation VALUES ( 24,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8560,
8579,
'Withdrawn and replaced by info source because 8-bit binary grid file format inconsistent with NTv2 16-bit format.' );
INSERT INTO epsg_deprecation VALUES ( 25,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8578,
1665,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 26,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8579,
15785,
'Replaced this two-step concat tfm which includes a step giving zero coordinate change wyth a single tfm. The AGD66 to GDA94 state tfm 1593 upon which this tfm is based has been absorbed into national tfm 1804 from which 15785 is copied.' );
INSERT INTO epsg_deprecation VALUES ( 27,
TO_DATE('2001-10-04'),
2001.121,
'Coordinate_Operation',
1510,
1766,
'Information source has reduced precision with which it quotes parameter values for this tfm.' );
INSERT INTO epsg_deprecation VALUES ( 28,
TO_DATE('2001-10-04'),
2001.45,
'Coordinate_Operation',
14100,
15302,
'Error in parameter values for easting and northing at grid origin.' );
INSERT INTO epsg_deprecation VALUES ( 29,
TO_DATE('2001-10-04'),
2001.45,
'Coordinate_Operation',
11631,
15303,
'Error in parameter value for latitude of 2nd standard parallel.' );
INSERT INTO epsg_deprecation VALUES ( 30,
TO_DATE('2001-08-28'),
2001.37,
'Coordinate_Operation',
1508,
1753,
'Incorrect unit assigned to scale difference parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 32,
TO_DATE('2001-06-05'),
2001.07,
'Ellipsoid',
7035,
7047,
'Changed from general "Sphere" to specific "GRS 1980 Authalic Sphere".' );
INSERT INTO epsg_deprecation VALUES ( 33,
TO_DATE('2001-06-25'),
2001.19,
'Ellipsoid',
7047,
7048,
'Incorrect radius (semi-major and semi-minor axes).' );
INSERT INTO epsg_deprecation VALUES ( 34,
TO_DATE('2001-06-21'),
2001.07,
'Datum',
6035,
6047,
'Name changed to reflect use of specific "GRS 1980 Authalic Sphere" rather than general "Sphere".' );
INSERT INTO epsg_deprecation VALUES ( 35,
TO_DATE('1997-11-13'),
1997.372,
'Datum',
5107,
5118,
'Replace this general name with specific.' );
INSERT INTO epsg_deprecation VALUES ( 39,
TO_DATE('2001-08-28'),
2001.32,
'Coordinate Reference System',
2156,
2195,
'ProjCRS 2156 invalid as linked to projection in wrong hemisphere and has wrong name.' );
INSERT INTO epsg_deprecation VALUES ( 40,
TO_DATE('2001-08-28'),
2001.32,
'Coordinate_Operation',
15300,
15301,
'Longitude of natural origin has incorrect value (wrong hemisphere).' );
INSERT INTO epsg_deprecation VALUES ( 41,
TO_DATE('2001-08-28'),
2001.3,
'Coordinate Reference System',
2291,
2292,
'Base geogCRS code is in error.' );
INSERT INTO epsg_deprecation VALUES ( 42,
TO_DATE('2001-06-05'),
2001.07,
'Coordinate Reference System',
4035,
4047,
'Changed from general "Sphere" to specific "GRS 1980 Authalic Sphere".' );
INSERT INTO epsg_deprecation VALUES ( 43,
TO_DATE('2001-08-28'),
2001.47,
'Datum',
6226,
6142,
'Does not exist except as an alias of 6142 and 6143.' );
INSERT INTO epsg_deprecation VALUES ( 44,
TO_DATE('2001-06-05'),
2001.11,
'Coordinate Reference System',
4226,
4142,
'Does not exist except as an alias of 4142 and 4143.' );
INSERT INTO epsg_deprecation VALUES ( 45,
TO_DATE('2001-06-05'),
2001.181,
'Coordinate Reference System',
31461,
Null,
'ProjCRS zone not used.' );
INSERT INTO epsg_deprecation VALUES ( 46,
TO_DATE('2001-06-05'),
2001.181,
'Coordinate Reference System',
31462,
31466,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes and name.' );
INSERT INTO epsg_deprecation VALUES ( 47,
TO_DATE('2001-06-05'),
2001.181,
'Coordinate Reference System',
31463,
31467,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes and name.' );
INSERT INTO epsg_deprecation VALUES ( 48,
TO_DATE('2001-06-05'),
2001.181,
'Coordinate Reference System',
31464,
31468,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes and name.' );
INSERT INTO epsg_deprecation VALUES ( 49,
TO_DATE('2001-06-05'),
2001.181,
'Coordinate Reference System',
31465,
31469,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes and name.' );
INSERT INTO epsg_deprecation VALUES ( 50,
TO_DATE('2001-06-05'),
2001.18,
'Coordinate Reference System',
31265,
31275,
'ProjCRS related to inappropriate projection (coordinate operation) and CS resulting in incorrect scale factor and axes order and abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 51,
TO_DATE('2001-06-05'),
2001.18,
'Coordinate Reference System',
31266,
31276,
'ProjCRS related to inappropriate projection (coordinate operation) and CS resulting in incorrect scale factor and axes order and abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 52,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8564,
1691,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 53,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8404,
1692,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 54,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8565,
1692,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 55,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8243,
1693,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 56,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8245,
1693,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 57,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8574,
1694,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 58,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8575,
1695,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 59,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8566,
1696,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 60,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8421,
1697,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 61,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8388,
1698,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 62,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8390,
1699,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 63,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8392,
1700,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 64,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8422,
1702,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 65,
TO_DATE('2001-08-15'),
2001.226,
'Coordinate_Operation',
8215,
1683,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 66,
TO_DATE('2001-08-15'),
2001.226,
'Coordinate_Operation',
8217,
1684,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 67,
TO_DATE('2001-08-15'),
2001.226,
'Coordinate_Operation',
8219,
1685,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 68,
TO_DATE('2001-08-15'),
2001.226,
'Coordinate_Operation',
8221,
1686,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 69,
TO_DATE('2001-08-15'),
2001.226,
'Coordinate_Operation',
8223,
1687,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 70,
TO_DATE('2001-08-15'),
2001.225,
'Coordinate_Operation',
8530,
1682,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 71,
TO_DATE('2001-06-05'),
2001.18,
'Coordinate Reference System',
31267,
31277,
'ProjCRS related to inappropriate projection (coordinate operation) and CS resulting in incorrect scale factor and axes order and abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 72,
TO_DATE('2001-06-05'),
2001.18,
'Coordinate Reference System',
31268,
31278,
'ProjCRS related to inappropriate projection (coordinate operation) and CS resulting in incorrect scale factor and axes order and abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 73,
TO_DATE('2001-08-28'),
2001.31,
'Coordinate Reference System',
31278,
31279,
'ProjCRS related to incorrect projection.' );
INSERT INTO epsg_deprecation VALUES ( 74,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31291,
31281,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 75,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31292,
31282,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 76,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31293,
31283,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 77,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31294,
31284,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 78,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31295,
31285,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 79,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31296,
31286,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 80,
TO_DATE('2001-06-05'),
2001.182,
'Coordinate Reference System',
31297,
31287,
'ProjCRS related to inappropriate coordinate system resulting in incorrect axes.' );
INSERT INTO epsg_deprecation VALUES ( 81,
TO_DATE('2001-06-05'),
2001.183,
'Coordinate_Operation',
1471,
1618,
'Error in signs of all transformation parameter values and for scale factor also incorrect units.' );
INSERT INTO epsg_deprecation VALUES ( 82,
TO_DATE('2001-08-15'),
2001.122,
'Coordinate_Operation',
1310,
1674,
'Change of source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 83,
TO_DATE('2001-08-28'),
2001.4,
'Coordinate_Operation',
8497,
Null,
'Invalid concatenation: area of use of steps 1 and 2 do not overlap.' );
INSERT INTO epsg_deprecation VALUES ( 84,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1258,
1755,
'Change to tfm name.' );
INSERT INTO epsg_deprecation VALUES ( 85,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1259,
1756,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 86,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1261,
1757,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 87,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1263,
1758,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 88,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1268,
1759,
'Change of tfm name.' );
INSERT INTO epsg_deprecation VALUES ( 89,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1269,
1760,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 90,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1270,
1761,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 91,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1466,
1762,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 92,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1467,
1763,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 93,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1468,
1764,
'Correction to name.' );
INSERT INTO epsg_deprecation VALUES ( 94,
TO_DATE('2001-10-04'),
2001.39,
'Coordinate_Operation',
1519,
1765,
'Change to tfm name.' );
INSERT INTO epsg_deprecation VALUES ( 95,
TO_DATE('2001-08-28'),
2001.38,
'Coordinate_Operation',
1534,
1754,
'Incorrect unit assigned to scale difference parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 96,
TO_DATE('2001-08-28'),
2001.35,
'Coordinate_Operation',
1602,
1752,
'Incorrect source geogCRS code assigned.' );
INSERT INTO epsg_deprecation VALUES ( 97,
TO_DATE('2001-08-28'),
2001.34,
'Coordinate_Operation',
1571,
1751,
'Incorrect source and target geogCRS codes assigned.' );
INSERT INTO epsg_deprecation VALUES ( 98,
TO_DATE('2001-08-28'),
2001.23,
'Coordinate_Operation',
1567,
1701,
'Incorrect parameter value for z-axis rotation.' );
INSERT INTO epsg_deprecation VALUES ( 99,
TO_DATE('2001-08-15'),
2001.228,
'Coordinate_Operation',
8386,
8582,
'Changed second step from zero to HARN.' );
INSERT INTO epsg_deprecation VALUES ( 100,
TO_DATE('2001-08-15'),
2001.228,
'Coordinate_Operation',
8402,
8583,
'Changed second step from zero to HARN.' );
INSERT INTO epsg_deprecation VALUES ( 101,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8418,
1688,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 102,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8419,
1689,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 103,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8406,
1690,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 104,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8394,
1691,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 105,
TO_DATE('2001-11-06'),
2001.48,
'Coordinate_Operation',
19908,
19972,
'Change name.' );
INSERT INTO epsg_deprecation VALUES ( 106,
TO_DATE('2001-08-28'),
2001.48,
'Coordinate Reference System',
29900,
29902,
'Change name.' );
INSERT INTO epsg_deprecation VALUES ( 107,
TO_DATE('2001-06-05'),
2001.181,
'Area',
1628,
Null,
'Invalid area - country does not extend into this longitude range..' );
INSERT INTO epsg_deprecation VALUES ( 108,
TO_DATE('2001-08-15'),
2001.227,
'Coordinate_Operation',
8420,
1703,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 109,
TO_DATE('2001-08-28'),
2001.32,
'Coordinate Reference System',
2155,
2194,
'Dependent upon deprecated coordinate operation 15300.' );
INSERT INTO epsg_deprecation VALUES ( 112,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8190,
15788,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 117,
TO_DATE('1997-11-13'),
1997.372,
'Datum',
5107,
5120,
'Replace this general name with specific.' );
INSERT INTO epsg_deprecation VALUES ( 135,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8190,
1667,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 142,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8578,
15786,
'Replaced this two-step concat tfm which includes a step giving zero coordinate change with a single tfm. The AGD66 to GDA94 state tfm 1596 upon which this tfm is based has been absorbed into national tfm 1803 from which 15786 is copied.' );
INSERT INTO epsg_deprecation VALUES ( 160,
TO_DATE('2001-08-28'),
2001.47,
'Datum',
6226,
6143,
'Does not exist except as an alias of 6142 and 6143.' );
INSERT INTO epsg_deprecation VALUES ( 161,
TO_DATE('2001-06-05'),
2001.11,
'Coordinate Reference System',
4226,
4143,
'Does not exist except as an alias of 4142 and 4143.' );
INSERT INTO epsg_deprecation VALUES ( 229,
TO_DATE('2001-08-15'),
2001.221,
'Coordinate_Operation',
8190,
1668,
'Replaced this two-step concatenated tfm which includes a step giving zero coordinate change with a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 233,
TO_DATE('1997-11-13'),
1997.372,
'Datum',
5107,
5119,
'Replace this general name with specific.' );
INSERT INTO epsg_deprecation VALUES ( 237,
TO_DATE('2001-11-06'),
2001.53,
'Datum',
6172,
6190,
'Original name POSGAR is ambiguous given 1994 and 1998 adjustments.' );
INSERT INTO epsg_deprecation VALUES ( 240,
TO_DATE('2001-11-06'),
2001.53,
'Coordinate Reference System',
4172,
4190,
'Original name POSGAR is ambiguous given 1994 and 1998 adjustments.' );
INSERT INTO epsg_deprecation VALUES ( 242,
TO_DATE('2001-11-06'),
2001.53,
'Coordinate_Operation',
1598,
1773,
'Dependent upon deprecated source CRS 4172.' );
INSERT INTO epsg_deprecation VALUES ( 244,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27581,
27571,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 245,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27582,
27572,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 246,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27583,
27573,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 247,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27584,
27574,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 248,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27591,
27561,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 249,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27592,
27562,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 250,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27593,
27563,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 251,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
27594,
27564,
'Changed projCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 260,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
7401,
7411,
'Dependent projCRS name changed.' );
INSERT INTO epsg_deprecation VALUES ( 261,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
7402,
7412,
'Dependent projCRS name changed.' );
INSERT INTO epsg_deprecation VALUES ( 262,
TO_DATE('2001-11-06'),
2001.54,
'Coordinate Reference System',
7403,
7413,
'Dependent projCRS name changed.' );
INSERT INTO epsg_deprecation VALUES ( 266,
TO_DATE('2001-01-21'),
2006.62,
'Ellipsoid',
7006,
7046,
'Change of axis unit from International metre to German Legal Metre to reflect local usage.' );
INSERT INTO epsg_deprecation VALUES ( 268,
TO_DATE('2001-11-06'),
2001.45,
'Coordinate Reference System',
32036,
2204,
'Deprecation of constituent map projection 11631 which was in error.' );
INSERT INTO epsg_deprecation VALUES ( 270,
TO_DATE('2001-11-06'),
2001.45,
'Coordinate Reference System',
26979,
2205,
'Deprecation of constituent map projection 14100 which was in error.' );
INSERT INTO epsg_deprecation VALUES ( 274,
TO_DATE('2002-01-18'),
2002.01,
'Datum',
6228,
6192,
'Incorrect ellipsoid attached.' );
INSERT INTO epsg_deprecation VALUES ( 276,
TO_DATE('2002-01-18'),
2002.01,
'Datum',
6260,
6193,
'Incorrect ellipsoid attached.' );
INSERT INTO epsg_deprecation VALUES ( 278,
TO_DATE('2002-01-18'),
2002.01,
'Coordinate Reference System',
4228,
4192,
'Dependent datum 6228 in error.' );
INSERT INTO epsg_deprecation VALUES ( 280,
TO_DATE('2002-01-18'),
2002.01,
'Coordinate Reference System',
4260,
4193,
'Dependent datum 6260 in error.' );
INSERT INTO epsg_deprecation VALUES ( 282,
TO_DATE('2002-01-18'),
2002.01,
'Coordinate Reference System',
22832,
2214,
'Base geogCRS 4228 deprecated due to datum error.' );
INSERT INTO epsg_deprecation VALUES ( 285,
TO_DATE('2002-01-18'),
2001.17,
'Datum',
6287,
6194,
'Change of name.' );
INSERT INTO epsg_deprecation VALUES ( 287,
TO_DATE('2002-01-18'),
2001.17,
'Coordinate Reference System',
4287,
4194,
'Change of name (adjustment date added).' );
INSERT INTO epsg_deprecation VALUES ( 288,
TO_DATE('2002-01-18'),
2001.17,
'Coordinate_Operation',
1211,
1797,
'Dependent source CRS name changed.' );
INSERT INTO epsg_deprecation VALUES ( 290,
TO_DATE('2002-02-12'),
2002.01,
'Datum',
6234,
6197,
'Incorrect ellipsoid attached.' );
INSERT INTO epsg_deprecation VALUES ( 291,
TO_DATE('2002-02-12'),
2002.21,
'Coordinate Reference System',
32074,
32064,
'Change name to include unit abbreviation per US State Plane CRSs.' );
INSERT INTO epsg_deprecation VALUES ( 294,
TO_DATE('2002-02-12'),
2002.21,
'Coordinate Reference System',
32075,
32065,
'Change name to include unit abbreviation per US State Plane CRSs.' );
INSERT INTO epsg_deprecation VALUES ( 295,
TO_DATE('2002-02-12'),
2002.21,
'Coordinate Reference System',
32076,
32066,
'Change name to include unit abbreviation per US State Plane CRSs.' );
INSERT INTO epsg_deprecation VALUES ( 296,
TO_DATE('2002-02-12'),
2002.21,
'Coordinate Reference System',
32077,
32067,
'Change name to include unit abbreviation per US State Plane CRSs.' );
INSERT INTO epsg_deprecation VALUES ( 297,
TO_DATE('2002-03-15'),
2002.29,
'Coordinate_Operation',
1819,
1754,
'Duplication of data already given in transformation 1754.' );
INSERT INTO epsg_deprecation VALUES ( 298,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
5704,
5736,
'Change of name following readjustment.' );
INSERT INTO epsg_deprecation VALUES ( 299,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21473,
21453,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 300,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21474,
21454,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 301,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21475,
21455,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 302,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21476,
21456,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 303,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21477,
21457,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 304,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21478,
21458,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 305,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21479,
21459,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 306,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21480,
21460,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 307,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21481,
21461,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 308,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21482,
21462,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 309,
TO_DATE('2002-06-22'),
2002.16,
'Coordinate Reference System',
21483,
21463,
'Change of CRS name to indicate longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 311,
TO_DATE('2002-06-22'),
2002.36,
'Coordinate Reference System',
2199,
2462,
'Changed CRS name - added hyphen to Gauss-Kruger.' );
INSERT INTO epsg_deprecation VALUES ( 312,
TO_DATE('2002-06-22'),
2002.36,
'Coordinate Reference System',
2166,
2397,
'Changed CRS name - added hyphen to Gauss-Kruger.' );
INSERT INTO epsg_deprecation VALUES ( 313,
TO_DATE('2002-06-22'),
2002.36,
'Coordinate Reference System',
2167,
2398,
'Changed CRS name - added hyphen to Gauss-Kruger.' );
INSERT INTO epsg_deprecation VALUES ( 314,
TO_DATE('2002-06-22'),
2002.36,
'Coordinate Reference System',
2168,
2399,
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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'Change of CRS name to indicate longitude of origin.' );
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2517,
'Change of CRS name to indicate longitude of origin.' );
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2518,
'Change of CRS name to indicate longitude of origin.' );
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2519,
'Change of CRS name to indicate longitude of origin.' );
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2520,
'Change of CRS name to indicate longitude of origin.' );
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2521,
'Change of CRS name to indicate longitude of origin.' );
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2522,
'Change of CRS name to indicate longitude of origin.' );
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1796,
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1827,
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1829,
'Published with incorrect sign of transformation parameter values for direction of transformation.' );
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1830,
'Error in in sign of dX relative to source transformation 1273. Tfm 1273 from which this tfm taken was published with incorrect sign of transformation parameter values (other than dX) for direction of transformation.' );
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6613,
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4613,
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1834,
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6613,
'Not a self-standing datum but an extension of the Segara datum.' );
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4613,
'Samboja is not a separate geogCRS but an extension of the Segara CRS.' );
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6615,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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6616,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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4615,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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4616,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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2942,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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2943,
'Information from Portugal suggests EuroGeographics information is incomplete.' );
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1846,
'Change in Target CRS name.' );
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1844,
'Change in Target CRS name.' );
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1847,
'Change in Target CRS name.' );
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8635,
'Change in Target CRS name.' );
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1845,
'Change in Target CRS name.' );
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1843,
'Change in Target CRS name.' );
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1848,
'Change in Target CRS name.' );
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1849,
'Change in Target CRS name.' );
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4617,
'Change of CRS name to accord with revised Geomatics Canada practice.' );
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2952,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2945,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2946,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2947,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2948,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2949,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2950,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2951,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2953,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2954,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2944,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2955,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2956,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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'Coordinate Reference System',
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2957,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2002.41,
'Coordinate Reference System',
2150,
2958,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2002.41,
'Coordinate Reference System',
2149,
2959,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
INSERT INTO epsg_deprecation VALUES ( 421,
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2002.41,
'Coordinate Reference System',
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2960,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2002.41,
'Coordinate Reference System',
2038,
2961,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2002.41,
'Coordinate Reference System',
2148,
2962,
'Change of base geogCRS name to accord with revised Geomatics Canada practice.' );
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2002.01,
'Coordinate Reference System',
4234,
4197,
'Dependent datum 6228 deprecated due to ellipsoid error.' );
INSERT INTO epsg_deprecation VALUES ( 425,
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2002.01,
'Coordinate Reference System',
23433,
2312,
'Base geogCRS 4234 deprecated due to ellipsoid error.' );
INSERT INTO epsg_deprecation VALUES ( 426,
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2002.41,
'Area',
1336,
2784,
'Expansion of area of use.' );
INSERT INTO epsg_deprecation VALUES ( 427,
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'Datum',
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6618,
'Correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 428,
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2002.5,
'Coordinate Reference System',
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4618,
'Deprecation of geodetic datum following correction of ellipsoid 1/f to 2 decimal places exactly.' );
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2002.5,
'Coordinate Reference System',
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29101,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 430,
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2002.5,
'Coordinate Reference System',
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29187,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 432,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
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29168,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
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TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
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29195,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 434,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
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29194,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 435,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29183,
29193,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 436,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29182,
29192,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 437,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29181,
29191,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 438,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29180,
29190,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 439,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29179,
29189,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 440,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29178,
29188,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 441,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29122,
29172,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 442,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29121,
29171,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 443,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29120,
29170,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 444,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate Reference System',
29119,
29169,
'Deprecation of base geogCRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 445,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1212,
1864,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 446,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1213,
1865,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 447,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1214,
1866,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 448,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1215,
1867,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 449,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1216,
1868,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 450,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1217,
1869,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 451,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1218,
1870,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 452,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1219,
1871,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 453,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1220,
1872,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 454,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1221,
1873,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 455,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1222,
1874,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 456,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1223,
1875,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 457,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1224,
1876,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 458,
TO_DATE('2002-09-13'),
2002.5,
'Coordinate_Operation',
1548,
1877,
'Deprecation of source CRS following correction of ellipsoid 1/f to 2 decimal places exactly.' );
INSERT INTO epsg_deprecation VALUES ( 459,
TO_DATE('2002-09-19'),
2002.64,
'Area',
1704,
2787,
'Amendments to map projection.' );
INSERT INTO epsg_deprecation VALUES ( 460,
TO_DATE('2002-09-19'),
2002.64,
'Area',
1705,
2788,
'Amendments to map projection.' );
INSERT INTO epsg_deprecation VALUES ( 461,
TO_DATE('2002-09-19'),
2002.64,
'Coordinate_Operation',
18133,
18134,
'Error in scale factor value.' );
INSERT INTO epsg_deprecation VALUES ( 462,
TO_DATE('2002-09-19'),
2002.64,
'Coordinate Reference System',
26193,
26194,
'Projection on which this CRS is dependent deprecated due to error in scale factor.' );
INSERT INTO epsg_deprecation VALUES ( 464,
TO_DATE('2002-09-19'),
2002.48,
'Coordinate_Operation',
1787,
1895,
'Error in signs of rotations.' );
INSERT INTO epsg_deprecation VALUES ( 465,
TO_DATE('2002-09-19'),
2002.48,
'Coordinate_Operation',
1788,
1896,
'Error in signs of rotations.' );
INSERT INTO epsg_deprecation VALUES ( 466,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate_Operation',
15326,
15372,
'Error in false northing parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 467,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate_Operation',
15327,
15373,
'Error in false northing parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 468,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate Reference System',
2245,
2966,
'Constituent projection deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 469,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate Reference System',
2244,
2965,
'Constituent projection deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 470,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate Reference System',
2889,
2967,
'Constituent projection deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 471,
TO_DATE('2002-10-13'),
2002.77,
'Coordinate Reference System',
2890,
2968,
'Constituent projection deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 472,
TO_DATE('2002-11-18'),
2002.73,
'Coordinate_Operation',
1834,
1897,
'Incorrect source CRS - linked to a deprecated record instead of its replacement.' );
INSERT INTO epsg_deprecation VALUES ( 473,
TO_DATE('2002-11-18'),
2002.73,
'Coordinate_Operation',
1835,
1898,
'Incorrect source CRS - linked to a deprecated record instead of its replacement.' );
INSERT INTO epsg_deprecation VALUES ( 474,
TO_DATE('2002-11-18'),
2002.73,
'Coordinate_Operation',
1836,
1899,
'Incorrect source CRS - linked to a deprecated record instead of its replacement.' );
INSERT INTO epsg_deprecation VALUES ( 475,
TO_DATE('2002-11-18'),
2002.83,
'Coordinate_Operation',
1308,
1900,
'Incorrect source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 476,
TO_DATE('2002-11-18'),
2002.83,
'Coordinate_Operation',
1515,
1901,
'Incorrect source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 477,
TO_DATE('2002-12-07'),
2002.89,
'Coordinate Reference System',
4327,
4329,
'Change of CRS name' );
INSERT INTO epsg_deprecation VALUES ( 478,
TO_DATE('2002-11-29'),
2002.87,
'Datum',
6235,
6623,
'Incorrect name' );
INSERT INTO epsg_deprecation VALUES ( 479,
TO_DATE('2002-11-29'),
2002.87,
'Coordinate Reference System',
4235,
4623,
'Incorrect name.' );
INSERT INTO epsg_deprecation VALUES ( 480,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9625,
9645,
'Change to formula to accommodate scaling parameters.' );
INSERT INTO epsg_deprecation VALUES ( 481,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9626,
9646,
'Change to formula to accommodate scaling parameters.' );
INSERT INTO epsg_deprecation VALUES ( 482,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9627,
9647,
'Change to formula to accommodate scaling parameters.' );
INSERT INTO epsg_deprecation VALUES ( 483,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9628,
9649,
'Change to formula to accommodate scaling parameter and other conditions for reversibility (see GN7 version 19).' );
INSERT INTO epsg_deprecation VALUES ( 484,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9629,
9650,
'Change to formula to accommodate scaling parameter and other conditions for reversibility (see GN7 version 19).' );
INSERT INTO epsg_deprecation VALUES ( 485,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9630,
9651,
'Change to formula to accommodate scaling parameter and other conditions for reversibility (see GN7 version 19).' );
INSERT INTO epsg_deprecation VALUES ( 486,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9631,
9652,
'Change to formula to accommodate scaling parameters.' );
INSERT INTO epsg_deprecation VALUES ( 487,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation Method',
9632,
9653,
'Change to formula to accommodate scaling parameters.' );
INSERT INTO epsg_deprecation VALUES ( 488,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1025,
1043,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 489,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1029,
1044,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 490,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1030,
1045,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 491,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1031,
1046,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 492,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1032,
1047,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 493,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1033,
1048,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 494,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1034,
1049,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 495,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1037,
1050,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 496,
TO_DATE('2002-12-21'),
2002.75,
'Coordinate_Operation',
1038,
1051,
'Coordinate operation (transformation) method deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 497,
TO_DATE('2003-01-16'),
2003.02,
'Coordinate Reference System',
21100,
3001,
'Associated with incorrect datum resulting in map projection longitude being incompatible with prime meridian.' );
INSERT INTO epsg_deprecation VALUES ( 498,
TO_DATE('2003-01-16'),
2003.02,
'Coordinate Reference System',
25700,
3002,
'Associated with incorrect datum resulting in map projection longitude being incompatible with prime meridian.' );
INSERT INTO epsg_deprecation VALUES ( 499,
TO_DATE('2003-01-16'),
2003.02,
'Coordinate Reference System',
2934,
3000,
'Associated with incorrect datum resulting in map projection longitude being incompatible with prime meridian.' );
INSERT INTO epsg_deprecation VALUES ( 500,
TO_DATE('2003-01-16'),
2003.02,
'Coordinate Reference System',
26591,
3003,
'Associated with incorrect datum resulting in map projection longitude being incompatible with prime meridian.' );
INSERT INTO epsg_deprecation VALUES ( 502,
TO_DATE('2003-01-16'),
2003.02,
'Coordinate Reference System',
26592,
3004,
'Associated with incorrect datum resulting in map projection longitude being incompatible with prime meridian.' );
INSERT INTO epsg_deprecation VALUES ( 503,
TO_DATE('2003-01-16'),
2002.81,
'Coordinate Reference System',
29635,
20135,
'Unable to verify existance of this system.' );
INSERT INTO epsg_deprecation VALUES ( 504,
TO_DATE('2003-01-16'),
2002.81,
'Coordinate Reference System',
29636,
20136,
'Unable to verify existance of this system.' );
INSERT INTO epsg_deprecation VALUES ( 505,
TO_DATE('2003-01-16'),
2002.81,
'Coordinate Reference System',
4296,
4201,
'Unable to verify existance of this system.' );
INSERT INTO epsg_deprecation VALUES ( 506,
TO_DATE('2003-01-16'),
2002.81,
'Datum',
6296,
6201,
'Unable to verify existance of this system.' );
INSERT INTO epsg_deprecation VALUES ( 507,
TO_DATE('2003-01-21'),
2002.72,
'Coordinate_Operation',
1791,
1944,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 508,
TO_DATE('2003-01-21'),
2002.72,
'Coordinate_Operation',
1793,
1945,
'Incorrect target CRS' );
INSERT INTO epsg_deprecation VALUES ( 509,
TO_DATE('2003-02-25'),
2003.08,
'Coordinate_Operation',
1606,
1947,
'Incorrect parameter file name.' );
INSERT INTO epsg_deprecation VALUES ( 510,
TO_DATE('2003-02-25'),
2003.08,
'Coordinate_Operation',
1607,
1948,
'Incorrect parameter file name.' );
INSERT INTO epsg_deprecation VALUES ( 511,
TO_DATE('2003-02-25'),
2003.08,
'Coordinate_Operation',
1608,
1949,
'Incorrect parameter file name.' );
INSERT INTO epsg_deprecation VALUES ( 512,
TO_DATE('2003-06-27'),
2002.48,
'Coordinate Reference System',
2400,
3021,
'Change of name to include Swedish rather than English abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 513,
TO_DATE('2003-06-27'),
2002.481,
'Coordinate Reference System',
30800,
3027,
'Change of name to include Swedish rather than English abbreviation.' );
INSERT INTO epsg_deprecation VALUES ( 514,
TO_DATE('2003-06-27'),
2002.62,
'Coordinate_Operation',
1229,
1956,
'Wrong source CRS and therefore transform name. Caused by confusion between the Geodetic Datum of 1965 and TM65, the Mapping Adjustment of 1965.' );
INSERT INTO epsg_deprecation VALUES ( 515,
TO_DATE('2003-06-27'),
2002.62,
'Coordinate_Operation',
1640,
1953,
'Wrong source CRS and therefore transform name. Caused by confusion between the Geodetic Datum of 1965 and TM65, the Mapping Adjustment of 1965.' );
INSERT INTO epsg_deprecation VALUES ( 516,
TO_DATE('2003-06-27'),
2008.01,
'Coordinate_Operation',
5401,
5406,
'Error in direction of transformation. (Note added 2008-04-12: this record has correct parameter value but incorrect remark).' );
INSERT INTO epsg_deprecation VALUES ( 518,
TO_DATE('2003-08-14'),
2003.23,
'Coordinate_Operation',
1889,
1965,
'Error in spelling of transformation name.' );
INSERT INTO epsg_deprecation VALUES ( 519,
TO_DATE('2003-08-14'),
2003.24,
'Coordinate Reference System',
4634,
4662,
'Incorrect spelling of name.' );
INSERT INTO epsg_deprecation VALUES ( 520,
TO_DATE('2003-08-14'),
2003.24,
'Coordinate Reference System',
2982,
3060,
'Incorrect spelling of name.' );
INSERT INTO epsg_deprecation VALUES ( 521,
TO_DATE('2003-08-14'),
2003.24,
'Coordinate_Operation',
1918,
1962,
'Error in spelling of transformation name.' );
INSERT INTO epsg_deprecation VALUES ( 522,
TO_DATE('2003-08-14'),
2003.24,
'Coordinate_Operation',
1929,
1963,
'Error in spelling of transformation name.' );
INSERT INTO epsg_deprecation VALUES ( 523,
TO_DATE('2003-08-14'),
2003.25,
'Coordinate_Operation',
1933,
1964,
'Incorrect spelling of transformation name.' );
INSERT INTO epsg_deprecation VALUES ( 524,
TO_DATE('2003-08-14'),
2003.23,
'Coordinate_Operation',
1945,
Null,
'Error in dZ parameter value of tfm from which this is taken. Copy to WGS 84 not replaced by EPSG as information source now has a directly determined replacement (tfm code 1987).' );
INSERT INTO epsg_deprecation VALUES ( 525,
TO_DATE('2003-08-14'),
2003.23,
'Coordinate_Operation',
1944,
Null,
'Error in rX parameter value. This EPSG copy to WGS 84 not replaced as superseded by direct determination Lisbon to WGS 84 (4) (tfm code 1988).' );
INSERT INTO epsg_deprecation VALUES ( 526,
TO_DATE('2003-11-28'),
2003.34,
'Coordinate_Operation',
1789,
1995,
'Incorrect spelling of transformation name' );
INSERT INTO epsg_deprecation VALUES ( 527,
TO_DATE('2003-12-23'),
2003.23,
'Coordinate_Operation',
1792,
1992,
'Error in sign of dZ parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 528,
TO_DATE('2003-12-23'),
2003.23,
'Coordinate_Operation',
1790,
1997,
'Error in rX parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 529,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4340,
4930,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 530,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4344,
4932,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 531,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4342,
4934,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 532,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4346,
4936,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 533,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4348,
4938,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 534,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4350,
4940,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 535,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4352,
4942,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 536,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4387,
4944,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 537,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4385,
4919,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 538,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4330,
4910,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 539,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4331,
4911,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 540,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4332,
4912,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 541,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4333,
4913,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 542,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4334,
4914,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 543,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4335,
4915,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 544,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4336,
4916,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 545,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4337,
4917,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 546,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4338,
4918,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 547,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4354,
4946,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 548,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4389,
4948,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 549,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4356,
4950,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 550,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4358,
4952,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 551,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4360,
4954,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 552,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4362,
4956,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 553,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4364,
4958,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 554,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4366,
4960,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 555,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4368,
4962,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 556,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4370,
4964,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 557,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4372,
4966,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 558,
TO_DATE('2004-01-05'),
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'Coordinate Reference System',
4382,
4968,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 559,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4374,
4970,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 560,
TO_DATE('2004-01-05'),
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'Coordinate Reference System',
4384,
4972,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 561,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4376,
4974,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 562,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4378,
4976,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 563,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4328,
4978,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 564,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4380,
4980,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 567,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4388,
4949,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 568,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4386,
4945,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 569,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4383,
4973,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 570,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4381,
4969,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 571,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4379,
4981,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 572,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4377,
4977,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 573,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4375,
4975,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 574,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4373,
4971,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 575,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4371,
4967,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 576,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4369,
4965,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 577,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4367,
4963,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 578,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4365,
4961,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 579,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4363,
4959,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 580,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4361,
4957,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 581,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4359,
4955,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 582,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4357,
4953,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 583,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4355,
4951,
'Name changed to omit CRS subtype and reference to ETRS89 and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 584,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4353,
4947,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 585,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4351,
4943,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 586,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4349,
4941,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 587,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4347,
4939,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 588,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4345,
4937,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 589,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4343,
4933,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 590,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4341,
4935,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 591,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4339,
4931,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 592,
TO_DATE('2004-01-05'),
2003.38,
'Coordinate Reference System',
4329,
4979,
'Name changed to omit CRS subtype and thereby reflect that in common usage.' );
INSERT INTO epsg_deprecation VALUES ( 593,
TO_DATE('2004-01-06'),
2003.381,
'Coordinate Reference System',
4126,
4669,
'Name changed to omit reference to ETRS89.' );
INSERT INTO epsg_deprecation VALUES ( 595,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61206405,
4120,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 596,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61216405,
4121,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 597,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61226405,
4122,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 598,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61236405,
4123,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 599,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61246405,
4124,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 600,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61266405,
4126,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 601,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61266413,
4126,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 602,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61276405,
4127,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 603,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61286405,
4128,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 604,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61296405,
4129,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 605,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61306405,
4130,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 606,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61306413,
4130,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 607,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61316405,
4131,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 608,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61326405,
4132,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 609,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61336405,
4133,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 610,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61346405,
4134,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 611,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61356405,
4135,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 612,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61366405,
4136,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 613,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61376405,
4137,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 614,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61386405,
4138,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 615,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61396405,
4139,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 616,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61406405,
4140,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 617,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61406413,
4140,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 618,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61416405,
4141,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 620,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61426405,
4142,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 621,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61436405,
4143,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 622,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61446405,
4144,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 623,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61456405,
4145,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 624,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61466405,
4146,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 625,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61476405,
4147,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 626,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61486405,
4148,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 627,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61486413,
4148,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 628,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61496405,
4149,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 629,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61506405,
4150,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 630,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61516405,
4151,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 631,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61516413,
4151,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 632,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61526405,
4152,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 633,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61526413,
4152,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 634,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61536405,
4153,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 635,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61546405,
4154,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 636,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61556405,
4155,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 637,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61566405,
4156,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 638,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61576405,
4157,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 639,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61586405,
4158,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 640,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61596405,
4159,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 641,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61606405,
4160,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 642,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61616405,
4161,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 643,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61626405,
4162,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 644,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61636405,
4163,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 645,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61636413,
4163,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 646,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61646405,
4164,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 647,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61656405,
4165,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 648,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61666405,
4166,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 649,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61676405,
4167,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 650,
TO_DATE('2004-01-07'),
2003.38,
'Coordinate Reference System',
61676413,
4167,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 651,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61686405,
4168,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 652,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61696405,
4169,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 653,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61706405,
4170,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 654,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61706413,
4170,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 655,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61716405,
4171,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 656,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61716413,
4171,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 657,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61736405,
4173,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 658,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61736413,
4173,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 659,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61746405,
4174,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 660,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61756405,
4175,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 661,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61766405,
4176,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 662,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61766413,
4176,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 663,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61786405,
4178,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 664,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61796405,
4179,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 665,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61806405,
4180,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 666,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61806413,
4180,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 667,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61816405,
4181,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 668,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61826405,
4182,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 669,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61836405,
4183,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 670,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61846405,
4184,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 671,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61886405,
4188,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 672,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61896405,
4189,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 673,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61896413,
4189,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 674,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61906405,
4190,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 675,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61906413,
4190,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 676,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61916405,
4191,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 677,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61926405,
4192,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 678,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61936405,
4193,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 679,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61946405,
4194,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 680,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61956405,
4195,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 681,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61966405,
4196,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 682,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61976405,
4197,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 683,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61986405,
4198,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 684,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
61996405,
4199,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 685,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62006405,
4200,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 686,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62016405,
4201,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 687,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62026405,
4202,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 688,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62036405,
4203,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 689,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62046405,
4204,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 690,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62056405,
4205,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 691,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62066405,
4206,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 692,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62076405,
4207,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 693,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62086405,
4208,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 694,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62096405,
4209,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 695,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62106405,
4210,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 696,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62116405,
4211,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 697,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62126405,
4212,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 698,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62136405,
4213,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 699,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62146405,
4214,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 700,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62156405,
4215,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 701,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62166405,
4216,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 702,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62186405,
4218,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 703,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62196405,
4219,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 704,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62206405,
4220,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 705,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62216405,
4221,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 706,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62226405,
4222,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 707,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62236405,
4223,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 708,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62246405,
4224,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 709,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62256405,
4225,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 710,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62276405,
4227,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 711,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62296405,
4229,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 713,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62306405,
4230,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 715,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62316405,
4231,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 716,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62326405,
4232,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 717,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62336405,
4233,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 718,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62366405,
4236,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 719,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62376405,
4237,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 720,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62386405,
4238,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 721,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62396405,
4239,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 722,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62406405,
4240,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 723,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62416405,
4241,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 724,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62426405,
4242,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 725,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62436405,
4243,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 726,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62446405,
4244,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 727,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62456405,
4245,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 728,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62466405,
4246,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 729,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62476405,
4247,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 730,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62486405,
4248,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 731,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62496405,
4249,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 732,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62506405,
4250,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 733,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62516405,
4251,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 734,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62526405,
4252,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 735,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62536405,
4253,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 736,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62546405,
4254,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 737,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62556405,
4255,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 738,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62566405,
4256,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 739,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62576405,
4257,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 740,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62586405,
4258,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 741,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62586413,
4258,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 742,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62596405,
4259,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 743,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62616405,
4261,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 744,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62626405,
4262,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 745,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62636405,
4263,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 746,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62646405,
4264,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 747,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62656405,
4265,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 748,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62666405,
4266,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 749,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62676405,
4267,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 750,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62686405,
4268,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 751,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62696405,
4269,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 752,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62706405,
4270,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 753,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62716405,
4271,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 754,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62726405,
4272,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 755,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62736405,
4273,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 756,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62746405,
4274,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 757,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62756405,
4275,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 758,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62766405,
4276,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 759,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62776405,
4277,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 760,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62786405,
4278,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 761,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62796405,
4279,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 762,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62806405,
4280,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 764,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62816405,
4281,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 765,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62826405,
4282,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 766,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62836405,
4283,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 767,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62846405,
4284,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 768,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62836413,
4283,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 769,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62856405,
4285,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 770,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62866405,
4286,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 771,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62886405,
4288,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 772,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62896405,
4289,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 773,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62926405,
4292,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 774,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62936405,
4293,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 775,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62956405,
4295,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 776,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62976405,
4297,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 777,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62986405,
4298,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 778,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
62996405,
4299,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 779,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63006405,
4300,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 780,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63016405,
4301,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 781,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63026405,
4302,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 782,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63036405,
4303,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 783,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63046405,
4304,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 784,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63066405,
4306,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 785,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63076405,
4307,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 786,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63086405,
4308,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 787,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63096405,
4309,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 788,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63106405,
4310,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 789,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63116405,
4311,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 790,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63126405,
4312,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 791,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63136405,
4313,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 792,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63146405,
4314,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 793,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63156405,
4315,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 794,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63166405,
4316,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 795,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63176405,
4317,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 796,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63186405,
4318,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 797,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63196405,
4319,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 798,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63226405,
4322,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 799,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63246405,
4324,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 800,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266405,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 801,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266406,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 802,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266407,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 803,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266408,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 804,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266409,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 805,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266410,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 806,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266411,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 807,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266412,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 808,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266413,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 809,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266414,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 810,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266415,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 811,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266416,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 812,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266417,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 813,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266418,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 814,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266419,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 815,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
63266420,
4326,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 816,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66006405,
4600,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 817,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66016405,
4601,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 818,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66026405,
4602,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 819,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66036405,
4603,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 820,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66046405,
4604,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 821,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66056405,
4605,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 822,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66066405,
4606,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 823,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66076405,
4607,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 824,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66086405,
4608,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 825,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66096405,
4609,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 826,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66106405,
4610,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 827,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66116405,
4611,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 828,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66126405,
4612,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 829,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66126413,
4612,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 830,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66136405,
4613,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 831,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66146405,
4614,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 832,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66156405,
4615,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 833,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66166405,
4616,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 834,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66186405,
4618,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 835,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66196405,
4619,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 836,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66196413,
4619,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 837,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66206405,
4620,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 838,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66216405,
4621,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 839,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66226405,
4622,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 840,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66236405,
4623,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 841,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66246405,
4624,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 842,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66246413,
4624,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 843,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66256405,
4625,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 844,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66266405,
4626,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 845,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66276405,
4627,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 846,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66276413,
4627,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 847,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66286405,
4628,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 848,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66296405,
4629,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 849,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66306405,
4630,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 850,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66316405,
4631,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 851,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66326405,
4632,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 852,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66336405,
4633,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 853,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66346405,
4634,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 854,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66356405,
4635,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 855,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66366405,
4636,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 856,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66376405,
4637,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 857,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66386405,
4638,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 858,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66396405,
4639,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 859,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66406405,
4640,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 860,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66406413,
4640,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 861,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66416405,
4641,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 862,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66426405,
4642,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 863,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66436405,
4643,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 864,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66446405,
4644,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 865,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66456405,
4645,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 866,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66456413,
4645,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 867,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66466405,
4646,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 868,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66576405,
4657,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 869,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66586405,
4658,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 870,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66596405,
4659,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 871,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66596413,
4659,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 872,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66606405,
4660,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 873,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66616405,
4661,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 874,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66616413,
4661,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 875,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66636405,
4663,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 876,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66646405,
4664,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 877,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66656405,
4665,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 878,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66666405,
4666,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 879,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
66676405,
4667,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 881,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68016405,
4801,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 882,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68026405,
4802,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 883,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68036405,
4803,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 884,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68046405,
4804,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 885,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68056405,
4805,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 886,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68066405,
4806,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 887,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68086405,
4808,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 888,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68096405,
4809,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 889,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68136405,
4813,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 890,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68146405,
4814,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 891,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68156405,
4815,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 892,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68186405,
4818,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 893,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
68206405,
4820,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 894,
TO_DATE('2004-01-07'),
2003.39,
'Coordinate Reference System',
69036405,
4903,
'EPSG no longer supports this system.' );
INSERT INTO epsg_deprecation VALUES ( 895,
TO_DATE('2004-01-07'),
2004.02,
'Coordinate_Operation',
1961,
1999,
'Error in rZ parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 896,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
101,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 897,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
102,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 898,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
103,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 899,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
104,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 900,
TO_DATE('2004-01-06'),
2003.38,
'Coordinate_Operation',
105,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 901,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
106,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 902,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
107,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 903,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation',
108,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 904,
TO_DATE('2004-01-08'),
2003.365,
'Coordinate Reference System',
4819,
4307,
'System used in degrees with respect to Greenwich (code 4307).' );
INSERT INTO epsg_deprecation VALUES ( 906,
TO_DATE('2004-01-08'),
2003.365,
'Datum',
6819,
6307,
'System used in degrees with respect to Greenwich (code 6307).' );
INSERT INTO epsg_deprecation VALUES ( 907,
TO_DATE('2004-01-08'),
2004.03,
'Coordinate_Operation',
1770,
1095,
'Error in transformation variant and name.' );
INSERT INTO epsg_deprecation VALUES ( 908,
TO_DATE('2004-01-08'),
2004.03,
'Coordinate_Operation',
1772,
1096,
'Error in transformation variant and name.' );
INSERT INTO epsg_deprecation VALUES ( 909,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9637,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 910,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9638,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 911,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9639,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 912,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9640,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 913,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9641,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 914,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9642,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 915,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9643,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 916,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate_Operation Method',
9644,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 917,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6401,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 918,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6402,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 919,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6406,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 920,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6405,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 921,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6407,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 922,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6408,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 923,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6409,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 924,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6410,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 925,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6411,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 926,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6412,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 927,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6413,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 928,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6414,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 929,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6415,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 930,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6416,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 931,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6417,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 932,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6418,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 933,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6419,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 934,
TO_DATE('2004-01-06'),
2003.39,
'Coordinate System',
6420,
Null,
'No longer supported by EPSG.' );
INSERT INTO epsg_deprecation VALUES ( 939,
TO_DATE('2004-04-27'),
2003.33,
'Ellipsoid',
7047,
7052,
'Incorrect name/axis dimension combination' );
INSERT INTO epsg_deprecation VALUES ( 940,
TO_DATE('2004-07-19'),
2004.44,
'Coordinate_Operation',
19928,
19997,
'Error in scale factor parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 941,
TO_DATE('2004-07-19'),
2004.44,
'Coordinate Reference System',
31900,
31901,
'Error in constituent projection scale factor parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 942,
TO_DATE('2004-09-22'),
2004.45,
'Coordinate_Operation',
15301,
15376,
'At origin 14deg 16min, y=0 and radius to latitude of origin = -82000000 feet are mutually incompatible. NGS confirm that projection radius minus a constant = 82,000,000 ftUS, i.e. FN is not zero.' );
INSERT INTO epsg_deprecation VALUES ( 943,
TO_DATE('2004-09-22'),
2004.45,
'Coordinate Reference System',
2194,
3102,
'Dependent upon deprecated coordinate operation 15300.' );
INSERT INTO epsg_deprecation VALUES ( 944,
TO_DATE('2004-12-28'),
2004.75,
'Area',
2424,
1337,
'(i) Incorrect to include AK, PA, NC, and SC states. (ii) Duplicates record 1337.' );
INSERT INTO epsg_deprecation VALUES ( 945,
TO_DATE('2005-01-26'),
2005.04,
'Coordinate_Operation',
10094,
15709,
'Incorrect source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 958,
TO_DATE('2005-04-14'),
2005.102,
'Datum',
6233,
6684,
'Error in information source records after code GAN for a system in Democratic Republic of Congo called Gandajika incorrectly associated with the Gan system of Maldives.' );
INSERT INTO epsg_deprecation VALUES ( 959,
TO_DATE('2005-04-14'),
2005.102,
'Coordinate Reference System',
4233,
4684,
'Error in information source records after code GAN for a system in Democratic Republic of Congo called Gandajika incorrectly associated with the Gan system of Maldives.' );
INSERT INTO epsg_deprecation VALUES ( 961,
TO_DATE('2005-04-14'),
2005.102,
'Coordinate_Operation',
1894,
15713,
'Incorrect name for source CRS and tfm.' );
INSERT INTO epsg_deprecation VALUES ( 962,
TO_DATE('2005-04-14'),
2005.102,
'Datum',
6233,
6685,
'Error in information source records after code GAN for a system in Democratic Republic of Congo called Gandajika incorrectly associated with the Gan system of Maldives.' );
INSERT INTO epsg_deprecation VALUES ( 963,
TO_DATE('2005-04-14'),
2005.102,
'Coordinate Reference System',
4233,
4685,
'Error in information source records after code GAN for a system in Democratic Republic of Congo called Gandajika incorrectly associated with the Gan system of Maldives.' );
INSERT INTO epsg_deprecation VALUES ( 964,
TO_DATE('2005-04-14'),
2005.02,
'Coordinate_Operation',
1585,
15741,
'Error in dX parameter value and source information.' );
INSERT INTO epsg_deprecation VALUES ( 965,
TO_DATE('2005-05-27'),
2005.18,
'Coordinate_Operation',
5423,
5433,
'Incorrect source CRS' );
INSERT INTO epsg_deprecation VALUES ( 966,
TO_DATE('2005-05-30'),
2005.25,
'Coordinate_Operation',
1043,
15753,
'Error in value of coefficient Bu3v0.' );
INSERT INTO epsg_deprecation VALUES ( 967,
TO_DATE('2005-05-30'),
2005.25,
'Coordinate_Operation',
8570,
8654,
'Error in parameter value in component tfm code 1043 which has been deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 968,
TO_DATE('2005-05-30'),
2005.25,
'Coordinate_Operation',
8046,
8653,
'Error in parameter value in component tfm code 1043 which has been deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 969,
TO_DATE('2005-02-03'),
2005.06,
'Coordinate Reference System',
21891,
21896,
'Erroneous coordinate system axis direction.' );
INSERT INTO epsg_deprecation VALUES ( 970,
TO_DATE('2005-02-03'),
2005.06,
'Coordinate Reference System',
21892,
21897,
'Erroneous coordinate system axis direction.' );
INSERT INTO epsg_deprecation VALUES ( 971,
TO_DATE('2005-02-03'),
2005.06,
'Coordinate Reference System',
21893,
21898,
'Erroneous coordinate system axis direction.' );
INSERT INTO epsg_deprecation VALUES ( 972,
TO_DATE('2005-02-03'),
2005.06,
'Coordinate Reference System',
21894,
21899,
'Erroneous coordinate system axis direction.' );
INSERT INTO epsg_deprecation VALUES ( 973,
TO_DATE('2005-05-27'),
2005.05,
'Coordinate_Operation',
1549,
15754,
'Changed transformation version to accord to area of applicability.' );
INSERT INTO epsg_deprecation VALUES ( 974,
TO_DATE('2005-06-17'),
2005.31,
'Coordinate Reference System',
2214,
3119,
'Typographic error in CRS name.' );
INSERT INTO epsg_deprecation VALUES ( 975,
TO_DATE('2005-08-30'),
2005.45,
'Coordinate_Operation',
1077,
1096,
'Duplicate and incomplete record.' );
INSERT INTO epsg_deprecation VALUES ( 976,
TO_DATE('2005-08-30'),
2005.45,
'Coordinate_Operation',
1076,
1095,
'Duplicate and incomplete record.' );
INSERT INTO epsg_deprecation VALUES ( 977,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1806,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 978,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1807,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 979,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1808,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 980,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1809,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 981,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1810,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 982,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1811,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 983,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1812,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 984,
TO_DATE('2005-07-01'),
2005.144,
'Area',
1813,
Null,
'(not used)' );
INSERT INTO epsg_deprecation VALUES ( 985,
TO_DATE('2005-07-05'),
2005.34,
'Coordinate_Operation',
10407,
10408,
'Error in value of false northing.' );
INSERT INTO epsg_deprecation VALUES ( 986,
TO_DATE('2005-07-05'),
2005.34,
'Coordinate Reference System',
26747,
26799,
'Error in dependent projection record.' );
INSERT INTO epsg_deprecation VALUES ( 987,
TO_DATE('2005-07-05'),
2005.36,
'Area',
1361,
Null,
'Dependent records deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 988,
TO_DATE('2005-07-05'),
2005.36,
'Area',
1847,
Null,
'Dependent records deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 989,
TO_DATE('2005-07-05'),
2005.36,
'Area',
1846,
Null,
'Dependent records deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 990,
TO_DATE('2005-07-07'),
2005.14,
'Area',
1353,
1326,
'Duplicate area.' );
INSERT INTO epsg_deprecation VALUES ( 991,
TO_DATE('2005-07-01'),
2005.15,
'Coordinate Reference System',
23886,
Null,
'Outwith area of applicability of ID74.' );
INSERT INTO epsg_deprecation VALUES ( 992,
TO_DATE('2005-07-01'),
2005.15,
'Coordinate Reference System',
23853,
Null,
'Outwith area of applicability of ID74.' );
INSERT INTO epsg_deprecation VALUES ( 993,
TO_DATE('2005-07-01'),
2005.15,
'Area',
1648,
Null,
'Dependent CRS record was deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 994,
TO_DATE('2005-07-01'),
2005.15,
'Area',
1661,
Null,
'Dependent CRS record was deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 995,
TO_DATE('2005-07-01'),
2005.062,
'Coordinate Reference System',
21817,
Null,
'System not used.' );
INSERT INTO epsg_deprecation VALUES ( 996,
TO_DATE('2005-07-01'),
2005.062,
'Area',
1602,
Null,
'CRS depending upon this area record was deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 997,
TO_DATE('2005-08-26'),
2004.67,
'Coordinate_Operation Method',
9622,
9666,
'GN7-2 re-written to include UKOOA P6 transformation of which this is a subset. Deprecated to reduce confusion which multiplicity of methods might create.' );
INSERT INTO epsg_deprecation VALUES ( 998,
TO_DATE('2005-08-26'),
2004.67,
'Coordinate_Operation Method',
9622,
9623,
'GN7-2 re-written to include UKOOA P6 transformation of which this is a subset. Deprecated to reduce confusion which multiplicity of methods might create.' );
INSERT INTO epsg_deprecation VALUES ( 999,
TO_DATE('2005-09-02'),
2005.42,
'Coordinate_Operation',
15700,
15779,
'Error in parameter value dX.' );
INSERT INTO epsg_deprecation VALUES ( 1000,
TO_DATE('2005-09-09'),
2004.67,
'Coordinate Reference System',
5804,
5818,
'Datum deprecated, coordinate system corrected.' );
INSERT INTO epsg_deprecation VALUES ( 1001,
TO_DATE('2005-09-09'),
2004.67,
'Coordinate Reference System',
5805,
5818,
'Datum deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1002,
TO_DATE('2005-09-09'),
2004.67,
'Datum',
9312,
9315,
'Origin description incomplete.' );
INSERT INTO epsg_deprecation VALUES ( 1003,
TO_DATE('2005-09-12'),
2005.48,
'Datum',
6172,
6694,
'Original name POSGAR is ambiguous given 1994 and 1998 adjustments.' );
INSERT INTO epsg_deprecation VALUES ( 1004,
TO_DATE('2005-09-12'),
2005.48,
'Coordinate Reference System',
4172,
4694,
'Original name POSGAR is ambiguous given 1994 and 1998 adjustments.' );
INSERT INTO epsg_deprecation VALUES ( 1005,
TO_DATE('2005-09-30'),
2005.15,
'Coordinate Reference System',
4685,
4696,
'This is a baseline used in several systems but none of these systems have been named after the baseline.' );
INSERT INTO epsg_deprecation VALUES ( 1006,
TO_DATE('2005-09-30'),
2005.15,
'Datum',
6685,
6696,
'This is a baseline used in several datum adjustments but none of these adjustments have been named after the baseline.' );
INSERT INTO epsg_deprecation VALUES ( 1008,
TO_DATE('2005-09-30'),
2005.15,
'Coordinate_Operation',
1119,
Null,
'Arc 1950 CRS does not extend into DR Congo. OGP believes that the source CRS has been misidentified. It may be IGC 1962 6th Parallel South.' );
INSERT INTO epsg_deprecation VALUES ( 1009,
TO_DATE('2005-10-29'),
2005.59,
'Coordinate_Operation',
18281,
18280,
'Error in false northing value.' );
INSERT INTO epsg_deprecation VALUES ( 1010,
TO_DATE('2005-10-29'),
2005.59,
'Coordinate Reference System',
2171,
3120,
'Error in dependent projection record false northing.' );
INSERT INTO epsg_deprecation VALUES ( 1011,
TO_DATE('2005-11-23'),
2005.101,
'Datum',
6631,
6698,
'Incorrect name.' );
INSERT INTO epsg_deprecation VALUES ( 1012,
TO_DATE('2005-11-23'),
2005.101,
'Coordinate Reference System',
2979,
3336,
'Incorrect base geogCRS name.' );
INSERT INTO epsg_deprecation VALUES ( 1013,
TO_DATE('2005-11-23'),
2005.101,
'Coordinate Reference System',
4631,
4698,
'Incorrect name.' );
INSERT INTO epsg_deprecation VALUES ( 1015,
TO_DATE('2005-11-28'),
2005.76,
'Coordinate Reference System',
2600,
3346,
'Incorrect CRS name.' );
INSERT INTO epsg_deprecation VALUES ( 1016,
TO_DATE('2005-12-15'),
2005.82,
'Coordinate_Operation',
8646,
8655,
'Erroneous parameter value in remarks; duplicate tfm variant, missing tfm version.' );
INSERT INTO epsg_deprecation VALUES ( 1017,
TO_DATE('2005-12-30'),
2005.841,
'Area',
1622,
1818,
'Inappropriate description.' );
INSERT INTO epsg_deprecation VALUES ( 1018,
TO_DATE('2005-12-30'),
2005.841,
'Area',
1621,
Null,
'Incorrect description.' );
INSERT INTO epsg_deprecation VALUES ( 1019,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate Reference System',
26432,
3353,
'Base geographic CRS deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1021,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate Reference System',
26432,
3354,
'Base geographic CRS deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1022,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate Reference System',
4264,
4704,
'Datum deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1023,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate Reference System',
4264,
4705,
'Datum deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1024,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate_Operation',
1328,
Null,
'Target CRS and its datum deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1025,
TO_DATE('2006-01-06'),
2005.751,
'Coordinate_Operation',
1329,
Null,
'Source CRS and its datum deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1026,
TO_DATE('2006-01-06'),
2005.751,
'Datum',
6264,
6704,
'Record is ambiguous in that it refers to two differing datum variations.' );
INSERT INTO epsg_deprecation VALUES ( 1027,
TO_DATE('2006-01-06'),
2005.751,
'Datum',
6264,
6705,
'Record is ambiguous in that it refers to two differing datum variations.' );
INSERT INTO epsg_deprecation VALUES ( 1028,
TO_DATE('2006-01-30'),
2006.1,
'Coordinate Reference System',
7408,
7415,
'Horizontal component is projected, not geographical.' );
INSERT INTO epsg_deprecation VALUES ( 1029,
TO_DATE('2006-01-30'),
2006.13,
'Coordinate_Operation',
15767,
15833,
'Tfm used geographic 3D CRSs whereas EPSG dataset convention is to use geographic 2D CRS - see Guidance Note 7-1.' );
INSERT INTO epsg_deprecation VALUES ( 1030,
TO_DATE('2006-01-30'),
2006.13,
'Coordinate_Operation',
15766,
15832,
'Tfm used geographic 3D CRSs whereas EPSG dataset convention is to use geographic 2D CRS - see Guidance Note 7-1.' );
INSERT INTO epsg_deprecation VALUES ( 1031,
TO_DATE('2006-02-03'),
2005.87,
'Coordinate_Operation',
1546,
15846,
'Inappropriate source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1032,
TO_DATE('2006-02-01'),
2005.89,
'Area',
1258,
3210,
'ISO 3166 update' );
INSERT INTO epsg_deprecation VALUES ( 1033,
TO_DATE('2006-02-07'),
2006.13,
'Coordinate_Operation',
1911,
15751,
'Error in Information Source dZ parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1034,
TO_DATE('2006-02-08'),
2006.13,
'Coordinate_Operation',
1925,
15847,
'Superseding record not significantly different. Change in parameter values not explained on information source web site. OGP sees no value in promulgating two such similar versions.' );
INSERT INTO epsg_deprecation VALUES ( 1035,
TO_DATE('2006-02-11'),
2005.89,
'Area',
1730,
1325,
'Duplicates record 1325.' );
INSERT INTO epsg_deprecation VALUES ( 1036,
TO_DATE('2005-11-23'),
2005.101,
'Coordinate_Operation',
1915,
15850,
'Source CRS deprecated due to error in name.' );
INSERT INTO epsg_deprecation VALUES ( 1037,
TO_DATE('2006-03-06'),
2004.59,
'Coordinate_Operation',
8496,
Null,
'Step 2 deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1038,
TO_DATE('2006-03-16'),
2005.58,
'Datum',
6681,
6700,
'Name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1039,
TO_DATE('2006-03-16'),
2005.58,
'Datum',
6681,
6702,
'Name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1040,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
4681,
4700,
'Datum deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1041,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
4681,
4702,
'Datum deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1042,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3103,
3343,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1043,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3103,
3367,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1044,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3104,
3344,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1045,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3104,
3368,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1046,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3105,
3345,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1047,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate Reference System',
3105,
3369,
'Base geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1048,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate_Operation',
10095,
15857,
'Source geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1049,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate_Operation',
10096,
15858,
'Source geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1050,
TO_DATE('2006-03-16'),
2005.58,
'Coordinate_Operation',
10097,
15859,
'Source geogCRS deprecated - name associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1051,
TO_DATE('2006-03-16'),
2006.22,
'Coordinate Reference System',
2297,
Null,
'Base geogCRS does not extend to this area.' );
INSERT INTO epsg_deprecation VALUES ( 1052,
TO_DATE('2006-03-16'),
2006.22,
'Coordinate Reference System',
2298,
Null,
'Base geogCRS does not extend to this area.' );
INSERT INTO epsg_deprecation VALUES ( 1053,
TO_DATE('2006-03-16'),
2006.22,
'Coordinate Reference System',
2300,
Null,
'Base geogCRS does not extend to this area.' );
INSERT INTO epsg_deprecation VALUES ( 1054,
TO_DATE('2006-03-16'),
2006.22,
'Coordinate Reference System',
2302,
Null,
'Base geogCRS does not extend to this area.' );
INSERT INTO epsg_deprecation VALUES ( 1055,
TO_DATE('2006-03-16'),
2006.16,
'Coordinate_Operation',
8658,
15865,
'Incomplete record. Replaced by a single tfm.' );
INSERT INTO epsg_deprecation VALUES ( 1056,
TO_DATE('2006-05-04'),
2006.31,
'Coordinate_Operation',
1283,
1283,
'Change of tfm name following change of source CRS name (change record 2003.381 refers).' );
INSERT INTO epsg_deprecation VALUES ( 1057,
TO_DATE('2009-02-10'),
2008.114,
'Coordinate_Operation',
15973,
Null,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1058,
TO_DATE('2006-05-08'),
2006.31,
'Coordinate_Operation',
1882,
Null,
'Source CRS deprecated (change record 2003.365 refers).' );
INSERT INTO epsg_deprecation VALUES ( 1059,
TO_DATE('2006-05-08'),
2006.31,
'Coordinate_Operation',
8640,
1253,
'Step 1 (tfm 1882) deprecated.' );
INSERT INTO epsg_deprecation VALUES ( 1060,
TO_DATE('2006-06-02'),
2006.37,
'Coordinate_Operation',
16090,
16099,
'Error in false easting value.' );
INSERT INTO epsg_deprecation VALUES ( 1061,
TO_DATE('2006-06-02'),
2006.37,
'Coordinate Reference System',
2577,
3389,
'Error in associated projection parameter.' );
INSERT INTO epsg_deprecation VALUES ( 1062,
TO_DATE('2006-06-02'),
2006.37,
'Coordinate Reference System',
2694,
3390,
'Error in associated projection parameter.' );
INSERT INTO epsg_deprecation VALUES ( 1063,
TO_DATE('2006-06-12'),
2006.41,
'Area',
1295,
2326,
'Referencing data covered by area codes 2326 2544 and 2545.' );
INSERT INTO epsg_deprecation VALUES ( 1064,
TO_DATE('2006-06-12'),
2006.41,
'Area',
1295,
2544,
'Referencing data covered by area codes 2326 2544 and 2545.' );
INSERT INTO epsg_deprecation VALUES ( 1065,
TO_DATE('2006-06-12'),
2006.41,
'Area',
1295,
2545,
'Referencing data covered by area codes 2326 2544 and 2545.' );
INSERT INTO epsg_deprecation VALUES ( 1066,
TO_DATE('2006-06-12'),
2006.41,
'Coordinate_Operation',
1782,
15868,
'Source CRS changed.' );
INSERT INTO epsg_deprecation VALUES ( 1067,
TO_DATE('2009-02-10'),
2008.114,
'Coordinate Reference System',
3785,
3857,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1068,
TO_DATE('2006-06-12'),
2006.41,
'Coordinate_Operation',
1781,
15867,
'Source CRS changed.' );
INSERT INTO epsg_deprecation VALUES ( 1069,
TO_DATE('2006-06-16'),
2006.691,
'Coordinate_Operation',
1673,
1673,
'For dataset releases between 9-Aug-2006 and 23-Oct-2006 inclusive (datasets v6.11 to v6.11.2 inclusive) this record was erroneously shown as deprecated and replaced by 1777.' );
INSERT INTO epsg_deprecation VALUES ( 1070,
TO_DATE('2006-07-21'),
2006.62,
'Datum',
6645,
6749,
'Incorrect ellipsoid associated with datum.' );
INSERT INTO epsg_deprecation VALUES ( 1071,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
4968,
4906,
'Associated to wrong ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1072,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
4645,
4749,
'Associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1073,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
4969,
4907,
'Associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1074,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
2984,
3163,
'Base geogCRS associate with wrong ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1075,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate_Operation',
1920,
15880,
'Source CRS was associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1076,
TO_DATE('2006-07-21'),
2006.62,
'Datum',
6635,
6750,
'associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1077,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
4635,
4750,
'Associated with wrong ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1078,
TO_DATE('2006-07-21'),
2006.62,
'Coordinate Reference System',
2983,
3164,
'Base geogCRS associated with wrong ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1079,
TO_DATE('2006-08-01'),
2006.62,
'Coordinate_Operation',
1919,
15881,
'Source CRS deprecated due to be associated with incorrect ellipsoid. Also replaced by modified transformation.' );
INSERT INTO epsg_deprecation VALUES ( 1080,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16171,
16321,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1081,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16173,
16322,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1082,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16175,
16323,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1083,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16177,
16324,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1084,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16179,
16325,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1085,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16181,
16326,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1086,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16183,
16327,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1087,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16185,
16328,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1088,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16187,
16329,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1089,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16189,
16330,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1090,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16191,
16331,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1091,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16193,
16332,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1092,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16361,
16301,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1093,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16363,
16302,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1094,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16365,
16303,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1095,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16367,
16304,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1096,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16369,
16305,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1097,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16371,
16306,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1098,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16373,
16307,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1099,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16375,
16308,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1100,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16377,
16309,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1101,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16379,
16310,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1102,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16381,
16311,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1103,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16383,
16312,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1104,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16385,
16313,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1105,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16387,
16314,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1106,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16389,
16315,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1107,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16391,
16316,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1108,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16393,
16317,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1109,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16395,
16318,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1110,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16397,
16319,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1111,
TO_DATE('2006-07-22'),
2006.59,
'Coordinate_Operation',
16399,
16320,
'Duplicate projection.' );
INSERT INTO epsg_deprecation VALUES ( 1112,
TO_DATE('2006-07-24'),
2006.251,
'Coordinate Reference System',
24571,
3167,
'Incorrect unit for ellipsoid and projection.' );
INSERT INTO epsg_deprecation VALUES ( 1113,
TO_DATE('2006-07-24'),
2006.251,
'Coordinate Reference System',
24571,
3168,
'Incorrect unit for ellipsoid and projection.' );
INSERT INTO epsg_deprecation VALUES ( 1114,
TO_DATE('2006-07-24'),
2006.251,
'Coordinate_Operation',
19935,
19871,
'Incorrect units for FE/FN.' );
INSERT INTO epsg_deprecation VALUES ( 1115,
TO_DATE('2006-07-24'),
2006.251,
'Coordinate_Operation',
19935,
19872,
'Incorrect units for FE/FN.' );
INSERT INTO epsg_deprecation VALUES ( 1116,
TO_DATE('2006-07-30'),
2006.5,
'Datum',
6731,
6752,
'Ellipsoid changed.' );
INSERT INTO epsg_deprecation VALUES ( 1117,
TO_DATE('2006-07-30'),
2006.5,
'Coordinate Reference System',
4731,
4752,
'Datum deprecated due to change of ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1118,
TO_DATE('2006-07-30'),
2006.5,
'Coordinate_Operation',
15821,
15897,
'Source CRS deprecated due to change of ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1119,
TO_DATE('2009-02-10'),
2008.114,
'Coordinate Reference System',
4055,
Null,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1120,
TO_DATE('2009-02-10'),
2008.114,
'Datum',
6055,
Null,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1121,
TO_DATE('2009-06-02'),
2009.025,
'Coordinate_Operation',
1115,
3998,
'From inspection of parameter values and geographic applicability of CRS, OGP believes that the source CRS has been misidentified.' );
INSERT INTO epsg_deprecation VALUES ( 1122,
TO_DATE('2009-02-10'),
2008.114,
'Coordinate_Operation',
19847,
3856,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1123,
TO_DATE('2009-02-10'),
2008.114,
'Coordinate_Operation Method',
9841,
1026,
'Removed scale factor as defining parameter for spherical mercator.' );
INSERT INTO epsg_deprecation VALUES ( 1124,
TO_DATE('2009-06-02'),
2009.003,
'Area',
2806,
3390,
'Significant duplication.' );
INSERT INTO epsg_deprecation VALUES ( 1125,
TO_DATE('2006-08-01'),
2006.62,
'Coordinate_Operation',
1932,
15904,
'Replaced by improved information.' );
INSERT INTO epsg_deprecation VALUES ( 1126,
TO_DATE('2006-08-01'),
2006.62,
'Coordinate_Operation',
1930,
15893,
'Replaced by improved information.' );
INSERT INTO epsg_deprecation VALUES ( 1127,
TO_DATE('2006-08-01'),
2006.62,
'Coordinate_Operation',
1930,
15848,
'Replaced by improved information.' );
INSERT INTO epsg_deprecation VALUES ( 1128,
TO_DATE('2006-09-22'),
2006.85,
'Coordinate Reference System',
3359,
3404,
'Error in related coordinate system - incorrect unit.' );
INSERT INTO epsg_deprecation VALUES ( 1129,
TO_DATE('2006-09-25'),
2006.851,
'Coordinate Reference System',
3366,
3407,
'Error in related coordinate system - incorrect unit.' );
INSERT INTO epsg_deprecation VALUES ( 1130,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1827,
15697,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1131,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1336,
15596,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1132,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1337,
15597,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1133,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1338,
15598,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1134,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1339,
15599,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1135,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1340,
15600,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1136,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1341,
15601,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1137,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1342,
15602,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1138,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1343,
15603,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1139,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1344,
15604,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1140,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1345,
15605,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1141,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1346,
15606,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1142,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1347,
15607,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1143,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1348,
15608,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1144,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1349,
15609,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1145,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1350,
15610,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1146,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1351,
15611,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1147,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1352,
15612,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1148,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1353,
15613,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1149,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1354,
15614,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1150,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1355,
15615,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1151,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1356,
15616,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1152,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1357,
15617,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1153,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1358,
15618,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1154,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1359,
15619,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1155,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1360,
15620,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1156,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1361,
15621,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1157,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1362,
15622,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1158,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1363,
15623,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1159,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1364,
15624,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1160,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1365,
15625,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1161,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1366,
15626,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1162,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1367,
15627,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1163,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1368,
15628,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1164,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1369,
15629,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1165,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1370,
15630,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1166,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1371,
15631,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1167,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1372,
15632,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1168,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1373,
15633,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1169,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1374,
15634,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1170,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1375,
15635,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1171,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1376,
15636,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1172,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1377,
15637,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1173,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1378,
15638,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1174,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1379,
15639,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1175,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1380,
15640,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1176,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1381,
15641,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1177,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1382,
15642,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1178,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1383,
15643,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1179,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1384,
15644,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1180,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1385,
15645,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1181,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1386,
15646,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1182,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1387,
15647,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1183,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1388,
15648,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1184,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1389,
15649,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1185,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1390,
15650,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1186,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1391,
15651,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1187,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1392,
15652,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1188,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1393,
15653,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1189,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1394,
15654,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1190,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1395,
15655,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1191,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1396,
15656,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1192,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1397,
15657,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1193,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1398,
15658,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1194,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1399,
15659,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1195,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1400,
15660,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1196,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1401,
15661,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1197,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1402,
15662,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1198,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1403,
15663,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1199,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1404,
15664,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1200,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1405,
15665,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1201,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1406,
15666,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1202,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1407,
15667,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1203,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1408,
15668,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1204,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1409,
15669,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1205,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1410,
15670,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1206,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1411,
15671,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1207,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1412,
15672,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1208,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1413,
15673,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1209,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1414,
15674,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1210,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1415,
15675,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1211,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1416,
15676,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1212,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1417,
15677,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1213,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1418,
15678,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1214,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1419,
15679,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1215,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1420,
15680,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1216,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1421,
15681,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1217,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1422,
15682,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1218,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1423,
15683,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1219,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1424,
15684,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1220,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1425,
15685,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1221,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1426,
15686,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1222,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1427,
15687,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1223,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1428,
15688,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1224,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1429,
15689,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1225,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1430,
15690,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1226,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1431,
15691,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1227,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1432,
15692,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1228,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1433,
15693,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1229,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1434,
15694,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1230,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1435,
15695,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1231,
TO_DATE('2006-11-17'),
2006.94,
'Coordinate_Operation',
1436,
15696,
'Target CRS was geog2D, changed to geog3D.' );
INSERT INTO epsg_deprecation VALUES ( 1232,
TO_DATE('2007-01-11'),
2006.96,
'Coordinate Reference System',
29700,
29701,
'Incorrect coordinate system assigned (axes transposed)' );
INSERT INTO epsg_deprecation VALUES ( 1233,
TO_DATE('2007-01-11'),
2006.96,
'Coordinate Reference System',
29700,
29702,
'Uses an approximation as projection method; replaced by CRS which uses exact formula.' );
INSERT INTO epsg_deprecation VALUES ( 1234,
TO_DATE('2007-01-18'),
2007.008,
'Coordinate_Operation',
15910,
15924,
'Parameter values have incorrect signs.' );
INSERT INTO epsg_deprecation VALUES ( 1235,
TO_DATE('2007-02-05'),
2007.001,
'Coordinate_Operation',
1086,
15927,
'Error in sign for dS parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1236,
TO_DATE('2007-02-06'),
2007.017,
'Coordinate_Operation',
19880,
19859,
'Error in unit for scale factor' );
INSERT INTO epsg_deprecation VALUES ( 1237,
TO_DATE('2007-02-06'),
2007.017,
'Coordinate Reference System',
3143,
3460,
'Projection used by this CRS deprecated due to error in projection parameter.' );
INSERT INTO epsg_deprecation VALUES ( 1238,
TO_DATE('2007-02-06'),
2007.018,
'Coordinate Reference System',
2063,
3461,
'Associated with incorrect base geogCRS.' );
INSERT INTO epsg_deprecation VALUES ( 1239,
TO_DATE('2007-02-06'),
2007.018,
'Coordinate Reference System',
2064,
3462,
'Associated with incorrect base geogCRS.' );
INSERT INTO epsg_deprecation VALUES ( 1240,
TO_DATE('2007-02-06'),
2007.019,
'Coordinate_Operation',
11852,
11854,
'Error in latitude of origin parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1241,
TO_DATE('2007-02-06'),
2007.019,
'Coordinate Reference System',
3073,
3463,
'Error in projection parameter for projection used by this CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1242,
TO_DATE('2007-02-06'),
2007.019,
'Coordinate Reference System',
3076,
3464,
'Error in projection parameter for projection used by this CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1243,
TO_DATE('2007-03-01'),
2007.03,
'Coordinate_Operation',
15748,
15928,
'Error in sign of dS parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1244,
TO_DATE('2007-03-01'),
2007.03,
'Coordinate_Operation',
15749,
15929,
'Error in sign of dS parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1245,
TO_DATE('2007-03-13'),
2007.038,
'Coordinate_Operation',
19982,
19856,
'Error in transformation parameter values' );
INSERT INTO epsg_deprecation VALUES ( 1246,
TO_DATE('2007-03-13'),
2007.038,
'Coordinate Reference System',
2990,
3727,
'Error in projection parameter values' );
INSERT INTO epsg_deprecation VALUES ( 1247,
TO_DATE('2007-05-29'),
2007.026,
'Area',
1506,
3526,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1248,
TO_DATE('2007-05-29'),
2007.026,
'Area',
1507,
3527,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1249,
TO_DATE('2007-05-29'),
2007.026,
'Area',
1508,
3528,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1250,
TO_DATE('2007-05-29'),
2007.026,
'Area',
1449,
3525,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1251,
TO_DATE('2007-05-29'),
2007.026,
'Area',
1448,
3524,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1252,
TO_DATE('2007-05-29'),
2007.026,
'Area',
2784,
1061,
'Only used by deprecated records.' );
INSERT INTO epsg_deprecation VALUES ( 1253,
TO_DATE('2007-07-06'),
2007.064,
'Coordinate_Operation',
15906,
15951,
'Target CRS deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 1254,
TO_DATE('2007-07-06'),
2007.064,
'Coordinate_Operation',
15905,
15950,
'Target CRS deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 1255,
TO_DATE('2007-07-15'),
2007.056,
'Coordinate_Operation',
1040,
15956,
'Incorrect target CRS (3D instead of 2D geographic)' );
INSERT INTO epsg_deprecation VALUES ( 1256,
TO_DATE('2007-07-28'),
2007.07,
'Coordinate_Operation',
15898,
15957,
'Wrong source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1257,
TO_DATE('2009-02-10'),
2008.114,
'Ellipsoid',
7059,
Null,
'OGP revised its approach to description of Popular Visualisation CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1258,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1795,
Null,
'1. Change of source CRS geodetic datum. 2. Application of tfm gives results which are significantly at variance (>1400m) from others for the region.' );
INSERT INTO epsg_deprecation VALUES ( 1259,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation Method',
9821,
1027,
'Sphere is considered to be a degenerate ellipsoid so does not need special parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1260,
TO_DATE('2007-08-01'),
2007.069,
'Coordinate_Operation',
15940,
15958,
'Source and target CRSs transposed relative to signs of parameters in grid file.' );
INSERT INTO epsg_deprecation VALUES ( 1261,
TO_DATE('2007-08-01'),
2007.069,
'Coordinate_Operation',
15941,
15959,
'Source and target CRSs transposed relative to signs of parameters in grid file.' );
INSERT INTO epsg_deprecation VALUES ( 1262,
TO_DATE('2007-08-01'),
2007.069,
'Coordinate_Operation',
15942,
15960,
'Source and target CRSs transposed relative to signs of parameters in grid file.' );
INSERT INTO epsg_deprecation VALUES ( 1263,
TO_DATE('2007-08-01'),
2007.069,
'Coordinate_Operation',
15944,
15961,
'Source and target CRSs transposed relative to signs of parameters in grid file.' );
INSERT INTO epsg_deprecation VALUES ( 1264,
TO_DATE('2007-08-01'),
2007.069,
'Coordinate_Operation',
15947,
15962,
'Source and target CRSs transposed relative to signs of parameters in grid file.' );
INSERT INTO epsg_deprecation VALUES ( 1265,
TO_DATE('2007-08-13'),
2007.072,
'Area',
2547,
3535,
'Break-up of Serbia and Montenegro.' );
INSERT INTO epsg_deprecation VALUES ( 1266,
TO_DATE('2007-08-13'),
2007.072,
'Area',
3210,
3534,
'Break-up of Serbia and Montenegro.' );
INSERT INTO epsg_deprecation VALUES ( 1267,
TO_DATE('2007-08-13'),
2007.072,
'Area',
3210,
3535,
'Break-up of Serbia and Montenegro.' );
INSERT INTO epsg_deprecation VALUES ( 1268,
TO_DATE('2007-08-13'),
2007.072,
'Area',
3305,
3536,
'Break-up of Serbia and Montenegro.' );
INSERT INTO epsg_deprecation VALUES ( 1269,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15500,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1270,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15501,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1271,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15502,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1272,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15503,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1273,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15504,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1274,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15505,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1275,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15506,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1276,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15507,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1277,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15508,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1278,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15509,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1279,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15510,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1280,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15511,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1281,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15512,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1282,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15513,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1283,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15514,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1284,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15515,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1285,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15516,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1286,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15517,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1287,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15518,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1288,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15519,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1289,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15520,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1290,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15521,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1291,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15522,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1292,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15523,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1293,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15524,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1294,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15525,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1295,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15526,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1296,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15527,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1297,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15528,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1298,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15529,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1299,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15530,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1300,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15531,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1301,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15532,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1302,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15533,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1303,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15534,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1304,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15535,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1305,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15536,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1306,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15537,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1307,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15538,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1308,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15539,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1309,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15540,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1310,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15541,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1311,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15542,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1312,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15543,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1313,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15544,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1314,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15545,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1315,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15546,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1316,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15547,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1317,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15548,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1318,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15549,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1319,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15550,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1320,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15551,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1321,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15552,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1322,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15553,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1323,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15554,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1324,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15555,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1325,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15556,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1326,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15557,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1327,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15558,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1328,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15559,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1329,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15560,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1330,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15561,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1331,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15562,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1332,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15563,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1333,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15564,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1334,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15565,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1335,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15566,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1336,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15567,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1337,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15568,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1338,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15569,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1339,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15570,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1340,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15571,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1341,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15572,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1342,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15573,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1343,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15574,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1344,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15575,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1345,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15576,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1346,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15577,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1347,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15578,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1348,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15579,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1349,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15580,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1350,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15581,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1351,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15582,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1352,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15583,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1353,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15584,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1354,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15585,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1355,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15586,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1356,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15587,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1357,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15588,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1358,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15589,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1359,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15590,
15592,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1360,
TO_DATE('2007-08-27'),
2007.079,
'Coordinate_Operation',
15591,
15593,
'Change to generic conversion' );
INSERT INTO epsg_deprecation VALUES ( 1361,
TO_DATE('2007-08-27'),
2007.072,
'Area',
2804,
1321,
'Erroneously includes former Czechoslovakia: once this removed duplicates area record 1321.' );
INSERT INTO epsg_deprecation VALUES ( 1362,
TO_DATE('2007-11-01'),
2007.083,
'Coordinate Reference System',
4902,
4901,
'Nord de Guerre is a projection. It may also be part of the old German network covering Alsace transformed to be consistent with ATF; this considered a subset of ATF.' );
INSERT INTO epsg_deprecation VALUES ( 1363,
TO_DATE('2007-11-01'),
2007.083,
'Datum',
6902,
6901,
'Nord de Guerre is a projection. It may also be part of the old German network covering Alsace transformed to be consistent with ATF; this considered a subset of ATF.' );
INSERT INTO epsg_deprecation VALUES ( 1364,
TO_DATE('2008-03-12'),
2008.012,
'Coordinate_Operation',
5418,
5436,
'Error in inclination in latitude parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1365,
TO_DATE('2008-03-12'),
2008.012,
'Coordinate_Operation',
5434,
5437,
'Error in inclination in longitude parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1366,
TO_DATE('2008-04-11'),
2008.01,
'Coordinate_Operation',
5405,
5454,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1367,
TO_DATE('2008-04-11'),
2008.01,
'Coordinate_Operation',
5414,
5455,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1368,
TO_DATE('2008-03-14'),
2008.01,
'Coordinate_Operation',
5404,
5447,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1369,
TO_DATE('2008-03-14'),
2008.01,
'Coordinate_Operation',
5406,
5452,
'Incorrect sign for offset parameter value. (It was the remarks rather than the parameter value that was in error in record 5401).' );
INSERT INTO epsg_deprecation VALUES ( 1370,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation',
19868,
3898,
'Dependent method deprecated and replaced, to allow change of names of two defining parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1371,
TO_DATE('2008-03-14'),
2008.01,
'Coordinate_Operation',
5412,
5450,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1372,
TO_DATE('2008-03-14'),
2008.01,
'Coordinate_Operation',
5408,
5449,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1373,
TO_DATE('2008-03-14'),
2008.01,
'Coordinate_Operation',
5407,
5448,
'Incorrect sign for offset parameter value.' );
INSERT INTO epsg_deprecation VALUES ( 1374,
TO_DATE('2008-03-14'),
2008.015,
'Coordinate Reference System',
7412,
7421,
'Incorrect component vertical CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1375,
TO_DATE('2008-03-14'),
2008.015,
'Coordinate Reference System',
7413,
7422,
'Incorrect component vertical CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1376,
TO_DATE('2008-03-14'),
2007.086,
'Coordinate Reference System',
27492,
27493,
'Incorrect CS axes order and abbreviations.' );
INSERT INTO epsg_deprecation VALUES ( 1377,
TO_DATE('2008-03-14'),
2008.003,
'Coordinate Reference System',
32662,
32663,
'Incorrect association of spherical method with ellipsoidal base CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1378,
TO_DATE('2008-03-14'),
2008.003,
'Coordinate Reference System',
32662,
3786,
'Incorrect association of spherical method with ellipsoidal base CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1379,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation',
19867,
3897,
'Dependent method deprecated and replaced, to allow change of names of two defining parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1380,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation',
19965,
3899,
'Dependent method deprecated and replaced, to allow change of names of two defining parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1381,
TO_DATE('2008-04-11'),
2008.024,
'Coordinate_Operation',
18061,
18063,
'Incorrect projection definition (errors up to 15cm).' );
INSERT INTO epsg_deprecation VALUES ( 1382,
TO_DATE('2008-04-11'),
2008.024,
'Coordinate_Operation',
18062,
18064,
'Incorrect projection definition (errors up to 15cm).' );
INSERT INTO epsg_deprecation VALUES ( 1383,
TO_DATE('2008-04-11'),
2008.024,
'Coordinate Reference System',
2086,
3796,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1384,
TO_DATE('2008-04-11'),
2008.024,
'Coordinate Reference System',
2085,
3795,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1385,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate_Operation',
14734,
14736,
'Incorrect units for false grid parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1386,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate_Operation',
14733,
14735,
'Incorrect units for false grid parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1387,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26814,
26847,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1388,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26815,
26848,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1389,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26825,
26855,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1390,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26826,
26856,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1391,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26836,
26863,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1392,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26837,
26864,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1393,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26819,
26849,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1394,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26820,
26850,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1395,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26821,
26851,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1396,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26830,
26857,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1397,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26831,
26858,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1398,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26832,
26859,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1399,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26841,
26865,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1400,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26842,
26866,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1401,
TO_DATE('2008-05-28'),
2008.041,
'Coordinate Reference System',
26843,
26867,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1402,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26822,
26852,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1403,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26833,
26860,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1404,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26844,
26868,
'Incorrect CS axis units.' );
INSERT INTO epsg_deprecation VALUES ( 1405,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26823,
26853,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1406,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26824,
26854,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1407,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26834,
26861,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1408,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26835,
26862,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1409,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26845,
26869,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1410,
TO_DATE('2008-06-23'),
2008.041,
'Coordinate Reference System',
26846,
26870,
'Incorrect CS axis units; erroneous projection parameter values.' );
INSERT INTO epsg_deprecation VALUES ( 1411,
TO_DATE('2008-06-12'),
2008.042,
'Coordinate_Operation',
17725,
17726,
'Incorrect unit associated with scale factor' );
INSERT INTO epsg_deprecation VALUES ( 1412,
TO_DATE('2008-06-09'),
2008.042,
'Coordinate Reference System',
3774,
3800,
'Projection record upon which this CRS is dependent deprecated due to error in scale factor unit.' );
INSERT INTO epsg_deprecation VALUES ( 1413,
TO_DATE('2008-06-09'),
2008.042,
'Coordinate Reference System',
3778,
3801,
'Projection record upon which this CRS is dependent deprecated due to error in scale factor unit.' );
INSERT INTO epsg_deprecation VALUES ( 1414,
TO_DATE('2008-06-09'),
2008.042,
'Coordinate Reference System',
3782,
3802,
'Projection record upon which this CRS is dependent deprecated due to error in scale factor unit.' );
INSERT INTO epsg_deprecation VALUES ( 1415,
TO_DATE('2008-06-24'),
2008.056,
'Coordinate_Operation',
15780,
1210,
'Erroneous source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1416,
TO_DATE('2008-07-17'),
2008.072,
'Coordinate_Operation',
15961,
1295,
'Incorrect grid file associated with transformation.' );
INSERT INTO epsg_deprecation VALUES ( 1417,
TO_DATE('2008-09-09'),
2008.076,
'Coordinate_Operation',
19898,
3831,
'Incorrect longitude of origin value.' );
INSERT INTO epsg_deprecation VALUES ( 1418,
TO_DATE('2008-09-09'),
2008.076,
'Coordinate Reference System',
3349,
3832,
'Error in value of associated projection longitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 1419,
TO_DATE('2008-09-19'),
2008.088,
'Coordinate_Operation',
19855,
19843,
'Incorrect projection method for defining parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1420,
TO_DATE('2008-09-19'),
2008.088,
'Coordinate Reference System',
3752,
3994,
'Dependent proj associated with inappropriate conversion method.' );
INSERT INTO epsg_deprecation VALUES ( 1421,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
28403,
3333,
'Change of base CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1422,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
28402,
3833,
'Change of base CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1423,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
2492,
Null,
'Base CRS considered not to extend to area.' );
INSERT INTO epsg_deprecation VALUES ( 1424,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
2493,
Null,
'Base CRS considered not to extend to area.' );
INSERT INTO epsg_deprecation VALUES ( 1425,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
31700,
3844,
'Base CRS does not exist but is an alias for S-42.' );
INSERT INTO epsg_deprecation VALUES ( 1426,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate Reference System',
4317,
4179,
'System does not exist but is an alias for S-42.' );
INSERT INTO epsg_deprecation VALUES ( 1427,
TO_DATE('2008-09-24'),
2008.011,
'Datum',
6317,
6179,
'Datum does not exist but is an alias for S-42 in Romania.' );
INSERT INTO epsg_deprecation VALUES ( 1428,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1287,
15996,
'Change of source CRS' );
INSERT INTO epsg_deprecation VALUES ( 1429,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1288,
15997,
'Change of source CRS' );
INSERT INTO epsg_deprecation VALUES ( 1430,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1289,
15998,
'Change of source CRS' );
INSERT INTO epsg_deprecation VALUES ( 1431,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1292,
15999,
'Change of source CRS' );
INSERT INTO epsg_deprecation VALUES ( 1432,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1293,
15497,
'Change of source CRS' );
INSERT INTO epsg_deprecation VALUES ( 1433,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1097,
15497,
'Tfm name changed. Source CRS does not exist but is an alias for S-42.' );
INSERT INTO epsg_deprecation VALUES ( 1434,
TO_DATE('2008-09-24'),
2008.011,
'Coordinate_Operation',
1996,
15496,
'Tfm name changed. Source CRS does not exist but is an alias for S-42.' );
INSERT INTO epsg_deprecation VALUES ( 1435,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation Parameter',
8828,
8801,
'Sphere is considered to be a degenerate ellipsoid so does not need special parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1436,
TO_DATE('2008-10-17'),
2008.087,
'Coordinate_Operation',
10008,
15490,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1437,
TO_DATE('2008-10-17'),
2008.087,
'Coordinate_Operation',
10007,
15489,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1438,
TO_DATE('2008-10-17'),
2008.087,
'Coordinate_Operation',
10006,
15488,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1439,
TO_DATE('2008-10-17'),
2008.087,
'Coordinate_Operation',
10009,
15491,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1440,
TO_DATE('2008-10-17'),
2008.087,
'Coordinate_Operation',
10010,
15492,
'Incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1441,
TO_DATE('2009-02-10'),
2009.007,
'Coordinate_Operation Parameter',
8829,
8802,
'Sphere is considered to be a degenerate ellipsoid so does not need special parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1442,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15984,
3919,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1443,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15985,
3921,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1444,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15986,
3922,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1445,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15987,
3923,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1446,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15988,
3924,
'Change source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1447,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15989,
3925,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1448,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15990,
3926,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1449,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15991,
3927,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1450,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15992,
3928,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1451,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1452,
3929,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1452,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1453,
3930,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1453,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1785,
3914,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1454,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15981,
3916,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1455,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1786,
3915,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1456,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15982,
3917,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1457,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
31275,
3907,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1458,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
31276,
3908,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1459,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
31277,
3909,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1460,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
31279,
3910,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1461,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
3787,
3912,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1462,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate Reference System',
2170,
3911,
'Change of base CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1463,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
15983,
3918,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1464,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1465,
3931,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1465,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1535,
3932,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1466,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1636,
3933,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1467,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1637,
3934,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1468,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2181,
3935,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1469,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2182,
3936,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1470,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2183,
3937,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1471,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2184,
3938,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1472,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2185,
3939,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1473,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2186,
3940,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1474,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2187,
3941,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1475,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2293,
3951,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1476,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
2974,
3952,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1477,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3792,
3953,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1478,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3803,
3954,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1479,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3804,
3955,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1480,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3805,
3956,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1481,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3806,
3957,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1482,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3807,
3958,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1483,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3808,
3959,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1484,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3809,
3960,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1485,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
3810,
3961,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1486,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1306,
3962,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1487,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1620,
3963,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1488,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1621,
3964,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1489,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1794,
3965,
'Change of source CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1490,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
1757,
3895,
'Correction to area of applicability necessitated changing version. Deprecation rules (see GN7-1) require deprecation and replacement.' );
INSERT INTO epsg_deprecation VALUES ( 1491,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
8263,
3966,
'Change of intermediate CRS geodetic datum.' );
INSERT INTO epsg_deprecation VALUES ( 1492,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate_Operation',
17401,
3980,
'Incorrect FE and FN values.' );
INSERT INTO epsg_deprecation VALUES ( 1493,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate_Operation',
17402,
3984,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1494,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate_Operation',
17402,
3983,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1495,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate_Operation',
17402,
3982,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1496,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate_Operation',
17402,
3981,
'Incorrect projection definition.' );
INSERT INTO epsg_deprecation VALUES ( 1497,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate Reference System',
3314,
3985,
'Incorrect projection FE and FN values and CS axes abbreviations.' );
INSERT INTO epsg_deprecation VALUES ( 1498,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate Reference System',
3315,
3989,
'Incorrect projection and CS definitions.' );
INSERT INTO epsg_deprecation VALUES ( 1499,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate Reference System',
3315,
3988,
'Incorrect projection and CS definitions.' );
INSERT INTO epsg_deprecation VALUES ( 1500,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate Reference System',
3315,
3987,
'Incorrect projection and CS definitions.' );
INSERT INTO epsg_deprecation VALUES ( 1501,
TO_DATE('2009-06-02'),
2009.011,
'Coordinate Reference System',
3315,
3986,
'Incorrect projection and CS definitions.' );
INSERT INTO epsg_deprecation VALUES ( 1502,
TO_DATE('2009-06-02'),
2009.013,
'Coordinate_Operation',
1960,
3905,
'Scale factor in error by factor of 10.' );
INSERT INTO epsg_deprecation VALUES ( 1503,
TO_DATE('2009-06-02'),
2009.013,
'Coordinate_Operation',
1999,
3904,
'Scale factor in error by factor of 10.' );
INSERT INTO epsg_deprecation VALUES ( 1504,
TO_DATE('2009-06-02'),
2009.015,
'Coordinate_Operation',
8645,
3896,
'Step 1 of tfm deprecated and replaced.' );
INSERT INTO epsg_deprecation VALUES ( 1505,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate_Operation',
19846,
4085,
'Method upon which this conversion was dependent was deprecated and replaced to correct associated parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1506,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate_Operation',
19968,
4086,
'Method upon which this conversion was dependent was deprecated and replaced to correct associated parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1507,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate Reference System',
32663,
4087,
'Projection and method upon which this CRSs conversion was dependent was deprecated and replaced to correct associated parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1508,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate Reference System',
3786,
4088,
'Projection and method upon which this CRSs conversion was dependent was deprecated and replaced to correct associated parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1509,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate_Operation Method',
9842,
1028,
'Corrected first two parameters.' );
INSERT INTO epsg_deprecation VALUES ( 1510,
TO_DATE('2009-06-07'),
2009.023,
'Coordinate_Operation Method',
9823,
1029,
'Changed first parameter.' );
INSERT INTO epsg_deprecation VALUES ( 1511,
TO_DATE('2009-07-01'),
2009.045,
'Area',
3284,
Null,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1512,
TO_DATE('2009-06-30'),
2009.047,
'Coordinate_Operation',
3980,
4416,
'Error in sign of latitude of origin.' );
INSERT INTO epsg_deprecation VALUES ( 1513,
TO_DATE('2009-06-30'),
2009.047,
'Coordinate Reference System',
3985,
4415,
'Error in latitude of origin parameter value in dependent projection.' );
INSERT INTO epsg_deprecation VALUES ( 1514,
TO_DATE('2009-07-03'),
2009.051,
'Coordinate Reference System',
3842,
4417,
'CRS associated with incorrect projection.' );
INSERT INTO epsg_deprecation VALUES ( 1515,
TO_DATE('2009-07-03'),
2009.051,
'Coordinate Reference System',
3843,
4434,
'CRS associated with incorrect projection.' );
INSERT INTO epsg_deprecation VALUES ( 1516,
TO_DATE('2009-07-29'),
2009.057,
'Area',
1722,
3652,
'Incorrect area of use description.' );
INSERT INTO epsg_deprecation VALUES ( 1517,
TO_DATE('2009-09-05'),
2009.064,
'Coordinate_Operation',
8481,
4435,
'Incorrect step 1 transformation.' );
INSERT INTO epsg_deprecation VALUES ( 1518,
TO_DATE('2009-09-05'),
2009.067,
'Coordinate_Operation',
13702,
4436,
'Error in value of SP2.' );
INSERT INTO epsg_deprecation VALUES ( 1519,
TO_DATE('2009-09-05'),
2009.067,
'Coordinate_Operation',
13104,
4454,
'Error in values of FE and FN.' );
INSERT INTO epsg_deprecation VALUES ( 1520,
TO_DATE('2009-09-05'),
2009.067,
'Coordinate Reference System',
32029,
4455,
'Error in dependent projection value of SP2.' );
INSERT INTO epsg_deprecation VALUES ( 1521,
TO_DATE('2009-07-22'),
2009.06,
'Area',
1805,
Null,
'Area became redundant for EPSG dataset purposes after CRSs referencing it were deprecated - see change request 2008.011.' );
INSERT INTO epsg_deprecation VALUES ( 1522,
TO_DATE('2009-07-22'),
2009.06,
'Area',
1357,
Null,
'Area became redundant for EPSG dataset purposes after datum and CRS referencing it were associated with a different area record - see change request 2008.011.' );
INSERT INTO epsg_deprecation VALUES ( 1523,
TO_DATE('2009-09-05'),
2009.067,
'Coordinate Reference System',
32018,
4456,
'Error in dependent projection values of FE and FN.' );
INSERT INTO epsg_deprecation VALUES ( 1524,
TO_DATE('2009-09-05'),
2009.067,
'Coordinate Reference System',
3454,
4457,
'Associated with incorrect projection.' );
INSERT INTO epsg_deprecation VALUES ( 1525,
TO_DATE('2009-09-05'),
2009.068,
'Coordinate_Operation',
15930,
4461,
'Error in associated target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1526,
TO_DATE('2009-11-24'),
2009.073,
'Datum',
6640,
1047,
'Associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1527,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate Reference System',
4972,
4556,
'Datum associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1528,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3484,
3374,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1529,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3482,
3372,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1530,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3483,
3373,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1531,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3485,
3375,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1532,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3486,
2133,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1533,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3487,
2134,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1534,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3490,
2135,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1535,
TO_DATE('2010-03-05'),
2009.031,
'Area',
3493,
2136,
'Duplicate record.' );
INSERT INTO epsg_deprecation VALUES ( 1536,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate Reference System',
4973,
4557,
'Datum associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1537,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate Reference System',
4640,
4558,
'Datum associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1538,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate Reference System',
2989,
4559,
'Datum for base CRS associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1539,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
1934,
4560,
'Source CRS associated with incorrect ellipsoid.' );
INSERT INTO epsg_deprecation VALUES ( 1540,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
10004,
4561,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1541,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
10005,
4562,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1542,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
15488,
4563,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1543,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
15489,
4565,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1544,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
15490,
4566,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1545,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
15491,
4567,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1546,
TO_DATE('2009-11-24'),
2009.073,
'Coordinate_Operation',
15492,
4564,
'Error in ellipsoid for source CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1547,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1943,
4590,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1548,
TO_DATE('2009-11-24'),
2009.096,
'Coordinate_Operation',
5433,
4651,
'Derivation of parameter values used incorrect sign for inclinations (should have been + not -). Replacement utilises improved determination. ' );
INSERT INTO epsg_deprecation VALUES ( 1549,
TO_DATE('2009-11-24'),
2009.095,
'Coordinate_Operation',
1624,
4827,
'Method incorrectly documented as 7-parameter position vector when actually 10-parameter Molodensky-Badekas.' );
INSERT INTO epsg_deprecation VALUES ( 1550,
TO_DATE('2009-11-24'),
2009.095,
'Coordinate_Operation',
1625,
4828,
'Result of applying transformation 1624 from which this is copied is inconsistent with others between these two systems. Errors exceed 100m. Parameter values are probably part of a 10-parameter transformation and mistakenly assigned to 7-parameter method.' );
INSERT INTO epsg_deprecation VALUES ( 1551,
TO_DATE('2009-11-24'),
2009.095,
'Coordinate_Operation',
1624,
4829,
'Method incorrectly documented as 7-parameter position vector when actually 10-parameter Molodensky-Badekas.' );
INSERT INTO epsg_deprecation VALUES ( 1552,
TO_DATE('2010-02-13'),
2009.104,
'Coordinate_Operation',
4070,
4834,
'Incorrect target CRS referenced.' );
INSERT INTO epsg_deprecation VALUES ( 1553,
TO_DATE('2010-02-18'),
2010.012,
'Coordinate_Operation',
15768,
4835,
'Associated with incorrect target CRS.' );
INSERT INTO epsg_deprecation VALUES ( 1554,
TO_DATE('2010-02-13'),
2010.015,
'Coordinate_Operation',
4828,
4836,
'Error in value of dZ.' );
INSERT INTO epsg_deprecation VALUES ( 1555,
TO_DATE('2010-03-30'),
2010.019,
'Area',
2394,
Null,
'No entities should use this area - see area code 1264.' );
INSERT INTO epsg_deprecation VALUES ( 1556,
TO_DATE('2010-03-30'),
2010.027,
'Coordinate_Operation',
4464,
Null,
'Test record only.' );
INSERT INTO epsg_deprecation VALUES ( 1557,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
15698,
4599,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1558,
TO_DATE('2010-03-30'),
2009.106,
'Area',
2314,
1291,
'Area unnecessary; effectively duplicated by 1291.' );
INSERT INTO epsg_deprecation VALUES ( 1559,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1941,
4592,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1560,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1940,
4593,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1561,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1939,
4594,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1562,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1938,
4595,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1563,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1937,
4596,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1564,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1936,
4597,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1565,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1935,
4598,
'Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1566,
TO_DATE('2009-11-24'),
2009.083,
'Coordinate_Operation',
1942,
4591,
'(1) Error in sign of dS parameter value. (2) Changed method to specifically operate to/from geocentric coordinates.' );
INSERT INTO epsg_deprecation VALUES ( 1567,
TO_DATE('2010-03-30'),
2009.034,
'Coordinate System',
4492,
1025,
'Changed axis names from ''First/second local axis'' to ''Easting/Northing''.' );
INSERT INTO epsg_deprecation VALUES ( 1568,
TO_DATE('2010-03-30'),
2009.106,
'Area',
3111,
1297,
'Replacement more representative.' );
INSERT INTO epsg_deprecation VALUES ( 1569,
TO_DATE('2010-03-30'),
2010.004,
'Coordinate_Operation',
1907,
4840,
'Issued in error by information source, withdrawn and replaced.' );
end;
/
commit;
begin
INSERT INTO epsg_ellipsoid VALUES ( 1024,
'CGCS2000',
6378137,
9001,
298.257222101,
Null,
1,
'Defining parameters semi-major axis, flattening and angular velocity are same as for GRS 1980 (ellipsoid code 7019); GM = 3986004.4e8 m*m*m/s/s (from NASA 1986 Lageos determination).',
'Chinese Academy of Surveying and Mapping.',
'OGP',
TO_DATE('2009-11-12'),
'2009.084',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7001,
'Airy 1830',
6377563.396,
9001,
299.3249646,
Null,
1,
'Original definition is a=20923713, b=20853810 feet of 1796. 1/f is given to 7 decimal places. For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through ([10^0.48401603]/10) exactly = 0.3048007491...',
'Ordnance Survey of Great Britain.',
'OGP',
TO_DATE('2006-11-27'),
'1998.321 1998.340 2006.932',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7002,
'Airy Modified 1849',
6377340.189,
9001,
299.3249646,
Null,
1,
'OSGB Airy 1830 figure (ellipsoid code 7001) rescaled by 0.999965 to best fit the scale of the 19th century primary triangulation of Ireland.',
'"The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2003-06-27'),
'1998.321 2002.622',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7003,
'Australian National Spheroid',
6378160,
9001,
298.25,
Null,
1,
'Based on the GRS 1967 figure but with 1/f taken to 2 decimal places exactly. The dimensions are also used as the GRS 1967 Modified ellipsoid (see code 7050).',
'"Australian Map Grid Technical Manual"; National Mapping Council of Australia Special Publication #7; 1972',
'OGP',
TO_DATE('2008-08-11'),
'2002.500 2008.017',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7004,
'Bessel 1841',
6377397.155,
9001,
299.1528128,
Null,
1,
'Original Bessel definition is a=3272077.14 and b=3261139.33 toise. This used a weighted mean of values from several authors but did not account for differences in the length of the various toise: the "Bessel toise" is therefore of uncertain length.',
'US Army Map Service Technical Manual; 1943.',
'OGP',
TO_DATE('1999-04-22'),
'1998.321 1998.340',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7005,
'Bessel Modified',
6377492.018,
9001,
299.1528128,
Null,
1,
'Used in Norway and also in Sweden with a 1mm increase in semi-major axis.',
'',
'OGP',
TO_DATE('1999-04-22'),
'1998.321',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7006,
'Bessel Namibia',
6377483.865,
9001,
299.1528128,
Null,
1,
'a = 6377397.155 German legal metres. This is the same value as the Bessel 1841 figure (code 7004) but in different units. Used in Namibia.',
'Chief Directorate: Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('1999-04-22'),
'1997.160',
1 );
INSERT INTO epsg_ellipsoid VALUES ( 7007,
'Clarke 1858',
20926348,
9005,
Null,
20855233,
1,
'Clarke''s 1858/II solution. Derived parameters: a = 6378293.645m using his 1865 ratio of 0.3047972654 feet per metre; 1/f = 294.26068 In Australia and Amoco Trinidad 1/f taken to two decimal places (294.26 exactly); elsewhere a and b used to derive 1/f.',
'"Ellipsoidisch Parameter der Erdfigur (1800-1950)" by Georg Strasser.',
'OGP',
TO_DATE('2005-08-14'),
'1999.700 2005.370',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7008,
'Clarke 1866',
6378206.4,
9001,
Null,
6356583.8,
1,
'Original definition a=20926062 and b=20855121 (British) feet. Uses Clarke''s 1865 inch-metre ratio of 39.370432 to obtain metres. (Metric value then converted to US survey feet for use in the United States using 39.37 exactly giving a=20925832.16 ft US).',
'US Army Map Service Technical Manual No. 7; 1943.',
'OGP',
TO_DATE('1995-06-02'),
'1998.340',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7009,
'Clarke 1866 Michigan',
20926631.531,
9003,
Null,
20855688.674,
1,
'Used for Michigan NAD27 State Plane zones. Radius = ellipsoid radius + 800 feet; this approximates the average elevation of the state. Derived parameter: 1/f = 294.97870',
'USGS Professional Paper #1395.',
'OGP',
TO_DATE('1995-06-02'),
'1998.220',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7010,
'Clarke 1880 (Benoit)',
6378300.789,
9001,
Null,
6356566.435,
1,
'Adopts Clarke''s values for a and b. Uses Benoit''s 1895 ratio of 0.9143992 metres per yard to convert to metres.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7011,
'Clarke 1880 (IGN)',
6378249.2,
9001,
Null,
6356515,
1,
'Adopts Clarke''s values for a and b using his 1865 ratio of 39.370432 inches per metre to convert axes to metres.',
'',
'OGP',
TO_DATE('1998-04-16'),
'1998.120',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7012,
'Clarke 1880 (RGS)',
6378249.145,
9001,
293.465,
Null,
1,
'Adopts Clarke''s values for a and 1/f. Adopts his 1865 ratio of 39.370432 inches per metre to convert semi-major axis to metres. Also known as Clarke Modified 1880.',
'Empire Survey Review #32; 1939.',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7013,
'Clarke 1880 (Arc)',
6378249.145,
9001,
293.4663077,
Null,
1,
'Adopts Clarke''s value for a with derived 1/f. Uses his 1865 ratio of 39.370432 inch per metre to convert semi-major axis to metres.',
'Chief Directorate: Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2001-06-05'),
'2001.052',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7014,
'Clarke 1880 (SGA 1922)',
6378249.2,
9001,
293.46598,
Null,
1,
'Used in Old French Triangulation (ATF). Uses Clarke''s 1865 inch-metre ratio of 39.370432 to convert axes to metres.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7015,
'Everest 1830 (1937 Adjustment)',
6377276.345,
9001,
300.8017,
Null,
1,
'Used for the 1937 readjustment of Indian triangulation. Clarke''s 1865 Indian-British foot ratio (0.99999566) and Benoit''s 1898 British inch-metre ratio (39.370113) rounded as 0.30479841 exactly and applied to Everest''s 1830 definition taken as a and 1/f',
'Survey of India professional paper #28; 1939',
'OGP',
TO_DATE('1996-10-18'),
'1996.200',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7016,
'Everest 1830 (1967 Definition)',
6377298.556,
9001,
300.8017,
Null,
1,
'Adopted 1967 for use in East Malaysia. Applies Sears 1922 inch-metre ratio of 39.370147 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7018,
'Everest 1830 Modified',
6377304.063,
9001,
300.8017,
Null,
1,
'Adopted 1967 for use in West Malaysia. Applies Benoit 1898 inch-metre ratio of 39.370113 to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7019,
'GRS 1980',
6378137,
9001,
298.257222101,
Null,
1,
'Adopted by IUGG 1979 Canberra. Inverse flattening is derived from geocentric gravitational constant GM = 3986005e8 m*m*m/s/s; dynamic form factor J2 = 108263e8 and Earth''s angular velocity = 7292115e-11 rad/s.',
'"Geodetic Reference System 1980" by H. Moritz; Bulletin Geodesique',
'OGP',
TO_DATE('1998-11-11'),
'1998.110 1998.320',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7020,
'Helmert 1906',
6378200,
9001,
298.3,
Null,
1,
'Helmert 1906/III solution.',
'"Ellipsoidisch Parameter der Erdfigur (1800-1950)" by Georg Strasser',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7021,
'Indonesian National Spheroid',
6378160,
9001,
298.247,
Null,
1,
'Based on the GRS 1967 figure but with 1/f taken to 3 decimal places exactly.',
'Rais paper.',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7022,
'International 1924',
6378388,
9001,
297,
Null,
1,
'Adopted by IUGG 1924 in Madrid. Based on Hayford 1909/1910 figures. ',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7024,
'Krassowsky 1940',
6378245,
9001,
298.3,
Null,
1,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7025,
'NWL 9D',
6378145,
9001,
298.25,
Null,
1,
'Used by Transit Precise Ephemeris between October 1971 and January 1987.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7027,
'Plessis 1817',
6376523,
9001,
308.64,
Null,
1,
'Rescaling of Delambre 1810 figure (a=6376985 m) to make meridional arc from equator to pole equal to 10000000 metres exactly. (Ref: Strasser).',
'IGN Paris "Constants d''Ellipsoides" February 1972.',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7028,
'Struve 1860',
6378298.3,
9001,
294.73,
Null,
1,
'Original definition of semi-major axis given as 3272539 toise. In "Ellipsoidisch Parameter der Erdfigur (1800-1950)" , Strasser suggests a conversion factor of 1.94903631 which gives a=6378297.337 metres.',
'"Geodesia y Cartografia Matematica" by Fernando Martin Asin; ISBN 84-398-0248-X.',
'OGP',
TO_DATE('1998-11-11'),
'1998.070 1998.340',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7029,
'War Office',
6378300,
9001,
296,
Null,
1,
'In non-metric form, a=20926201 Gold Coast feet. DMA Technical Manual 8358.1 and data derived from this quotes value for semi-major axis as 6378300.58m: OGP recommends use of defined value 6378300m exactly.',
'Tables for the use of the Gold Coast Survey Department, 1935.',
'OGP',
TO_DATE('2009-10-29'),
'2009.075',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7030,
'WGS 84',
6378137,
9001,
298.257223563,
Null,
1,
'Inverse flattening derived from four defining parameters (semi-major axis; C20 = -484.16685*10e-6; earth''s angular velocity w = 7292115e11 rad/sec; gravitational constant GM = 3986005e8 m*m*m/s/s).',
'DMA Technical Manual 8350.2-B ',
'OGP',
TO_DATE('1998-11-11'),
'1998.320',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7031,
'GEM 10C',
6378137,
9001,
298.257223563,
Null,
1,
'Used for GEM 10C Gravity Potential Model.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1998.320',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7032,
'OSU86F',
6378136.2,
9001,
298.257223563,
Null,
1,
'Used for OSU86 gravity potential (geoidal) model.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1998.320',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7033,
'OSU91A',
6378136.3,
9001,
298.257223563,
Null,
1,
'Used for OSU91 gravity potential (geoidal) model.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1998.320',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7034,
'Clarke 1880',
20926202,
9005,
Null,
20854895,
1,
'Clarke gave a and b and also 1/f=293.465 (to 3 decimal places exactly). In the 19th century b was normally given as the second defining parameter.',
'"Ellipsoidisch Parameter der Erdfigur (1800-1950)" by Georg Strasser.',
'OGP',
TO_DATE('2008-06-26'),
'2008.057',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7035,
'Sphere',
6371000,
9001,
Null,
6371000,
0,
'Authalic sphere. 1/f is infinite. Superseded by GRS 1980 authalic sphere (code 7047).',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
1 );
INSERT INTO epsg_ellipsoid VALUES ( 7036,
'GRS 1967',
6378160,
9001,
298.247167427,
Null,
1,
'Adopted by IUGG 1967 Lucerne. Inverse flattening given is derived from geocentric gravitational constant (GM)= 398603e9 m*m*m/s/s; dynamic form factor (J2) = 0.0010827 and Earth''s angular velocity w = 7.2921151467e-5 rad/s. See also GRS 1967 (SAD69).',
'"Geodetic Reference System 1967"; International Association of Geodesy special publication number 3; August 1971.',
'OGP',
TO_DATE('2002-09-19'),
'1996.090 1997.252 1998.320 2002.500',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7041,
'Average Terrestrial System 1977',
6378135,
9001,
298.257,
Null,
1,
'',
'New Brunswick Geographic Information Corporation land and water information standards manual',
'OGP',
TO_DATE('1997-07-22'),
'1998.321',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7042,
'Everest (1830 Definition)',
20922931.8,
9080,
Null,
20853374.58,
1,
'Everest gave a and b to 2 decimal places and also 1/f=300.8017 (to 4 decimal places exactly). In the 19th century b was normally given as the second defining parameter.',
'"Ellipsoidisch Parameter der Erdfigur (1800-1950)" by Georg Strasser',
'OGP',
TO_DATE('2008-06-26'),
'1997.231 2008.057',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7043,
'WGS 72',
6378135,
9001,
298.26,
Null,
1,
'',
'',
'OGP',
TO_DATE('1999-04-22'),
'1999.030',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7044,
'Everest 1830 (1962 Definition)',
6377301.243,
9001,
300.8017255,
Null,
1,
'Used by Pakistan since metrication. Clarke''s 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded with slight error as 1 Ind ft = 0.3047995m exactly and applied to Everest''s 1830 definition of a \& b.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7045,
'Everest 1830 (1975 Definition)',
6377299.151,
9001,
300.8017255,
Null,
1,
'Used by India since metrication. Clarke''s 1865 Indian foot-British foot ratio (0.99999566) and his 1865 British inch-metre ratio (39.369971) rounded as 1 Ind ft = 0.3047995m exactly applied to Everest''s 1830 original definition taken as a and b.',
'',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7046,
'Bessel Namibia (GLM)',
6377397.155,
9031,
299.1528128,
Null,
1,
'The semi-major axis has the same value as the Bessel 1841 ellipsoid (code 7004) but is in different units - German Legal Metres rather than International metres - hence a different size. a = 6377483.865 International metres. Used in Namibia.',
'Chief Directorate: Surveys and Mapping, Mowbray, South Africa.',
'OGP',
TO_DATE('2007-09-21'),
'2007.091',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7047,
'GRS 1980 Authalic Sphere',
6370997,
9001,
Null,
6370997,
0,
'Authalic sphere derived from Clarke 1866 ellipsoid (code 7008). Deprecated as name and parameter values do not match; replaced by 7048.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
1 );
INSERT INTO epsg_ellipsoid VALUES ( 7048,
'GRS 1980 Authalic Sphere',
6371007,
9001,
Null,
6371007,
0,
'Authalic sphere derived from GRS 1980 ellipsoid (code 7019). (An authalic sphere is one with a surface area equal to the surface area of the ellipsoid). 1/f is infinite.',
'OGP',
'OGP',
TO_DATE('2001-06-25'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7049,
'IAG 1975',
6378140,
9001,
298.257,
Null,
1,
'',
'Chinese Sceience Bulletin, 2009, 54:2714-2721.',
'OGP',
TO_DATE('2009-11-24'),
'2009.084',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7050,
'GRS 1967 Modified',
6378160,
9001,
298.25,
Null,
1,
'Based on the GRS 1967 figure (code 7036) but with 1/f taken to 2 decimal places exactly. Used with SAD69 and TWD67 datums. The dimensions are also used as the Australian National Spheroid (code 7003).',
'"Geodetic Reference System 1967"; International Association of Geodesy special publication number 3; August 1971.',
'OGP',
TO_DATE('2008-08-11'),
'2008.017',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7051,
'Danish 1876',
6377019.27,
9001,
300,
Null,
1,
'Semi-major axis originally given as 3271883.25 toise. Uses toise to French metre ratio of 1.94903631 to two decimal place precision. An alternative ratio with the German legal metre of 1.9490622 giving 6377104m has not been used in Danish work.',
'Kort og Matrikelstyrelsen (KMS), Copenhagen.',
'OGP',
TO_DATE('2003-06-27'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7052,
'Clarke 1866 Authalic Sphere',
6370997,
9001,
Null,
6370997,
0,
'Authalic sphere derived from Clarke 1866 ellipsoid (code 7008).',
'OGP',
'OGP',
TO_DATE('2004-04-27'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7053,
'Hough 1960',
6378270,
9001,
297,
Null,
1,
'',
'DMA / NIMA / NGA TR8350.2',
'OGP',
TO_DATE('2006-01-26'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7054,
'PZ-90',
6378136,
9001,
298.257839303,
Null,
1,
'',
'Geodeziya i Katografiya, 1993.',
'OGP',
TO_DATE('2006-02-03'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7055,
'Clarke 1880 (international foot)',
20926202,
9002,
Null,
20854895,
1,
'Clark''es 1880 definition in feet assumed for the purposes of metric conversion to be international foot. a = 6378306.370 metres. 1/f derived from a and b = 293.4663077 Used in Fiji.',
'Department of Lands and Survey, Fiji.',
'OGP',
TO_DATE('2006-07-14'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7056,
'Everest 1830 (RSO 1969)',
6377295.664,
9001,
300.8017,
Null,
1,
'Adopted for 1969 metrication of peninsula Malaysia RSO grid. Uses Sears 1922 yard-metre ratio truncated to 6 significant figures applied to Everest 1830 original definition of a and 1/f but with a taken to be in British rather than Indian feet.',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-07-24'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7057,
'International 1924 Authalic Sphere',
6371228,
9001,
Null,
6371228,
0,
'Authalic sphere derived from International 1924 ellipsoid (code 7022).',
'OGP',
'OGP',
TO_DATE('2006-09-22'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7058,
'Hughes 1980',
6378273,
9001,
Null,
6356889.449,
1,
'Used in US DMSP SSM/I microwave sensor processing software. Semi-minor axis derived from eccentricity=0.081816153. Semi-major axis (a) sometimes given as 3443.992nm which OGP suspects is a derived approximation. OGP conversion assumes 1nm=1852m exactly.',
'US National Snow and Ice Data Center',
'OGP',
TO_DATE('2006-09-22'),
'',
0 );
INSERT INTO epsg_ellipsoid VALUES ( 7059,
'Popular Visualisation Sphere',
6378137,
9001,
Null,
6378137,
0,
'Sphere with radius equal to the semi-major axis of the GRS80 and WGS 84 ellipsoids. Used only for Web approximate mapping and visualisation. Not recognised by geodetic authorities.',
'Microsoft.',
'OGP',
TO_DATE('2008-03-14'),
'2008.114',
1 );
end;
/
commit;
begin
INSERT INTO epsg_namingsystem VALUES ( 1024,
'Iraq alternative identifier',
'An alternative name used in Iraq.',
'Survey Department, Ministry of Water Resources (MoWR).',
'OGP',
TO_DATE('2010-03-30'),
'2009.003 2009.102',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1025,
'Germany Brandenburg alternative identifier',
'An alternative name used by the state of Brandenburg.',
'OGP',
'OGP',
TO_DATE('2009-03-22'),
'2009.014',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1026,
'Guam alias or abbreviation',
'Name or abbreviation used in Guam.',
'OGP',
'OGP',
TO_DATE('2009-06-24'),
'2009.044',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1027,
'Germany Schleswig-Holstein alternative identifier',
'An alternative name used in the state of Schleswig-Holstein.',
'OGP',
'OGP',
TO_DATE('2009-11-17'),
'2009.071',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1028,
'Mexico alternative identifier',
'',
'',
'OGP',
TO_DATE('2009-11-24'),
'2009.087',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1029,
'EU INSPIRE identifier',
'Identifiers defined in EU INSPIRE specification for CRS, 2009-06-29',
'OGP',
'OGP',
TO_DATE('2010-02-19'),
'2010.003',
0 );
INSERT INTO epsg_namingsystem VALUES ( 1031,
'Petrobras alternative identifier',
'Identifier used in Brazil by Petrobras',
'OGP',
'OGP',
TO_DATE('2010-03-25'),
'2010.039',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7300,
'EPSG alternative spelling',
'An alternative spelling of the EPSG name; assigned by EPSG.',
'OGP',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7301,
'EPSG alias',
'An alternative name assigned by EPSG.',
'OGP',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7302,
'EPSG abbreviation',
'An abbreviation assigned by EPSG.',
'OGP',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7303,
'User name',
'An alternative name assigned by user; not populated by EPSG.',
'(User to insert)',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7304,
'User alias',
'A secondary alternative name assigned by user; not populated by EPSG.',
'(User to insert)',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7305,
'User abbreviation',
'An abbreviation assigned by user; not populated by EPSG.',
'(User to insert)',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7306,
'POSC acronym',
'An abbreviation assigned by the Petrotechnical Open Software Corporation (POSC).',
'POSC',
'OGP',
TO_DATE('2000-05-07'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7307,
'EuroGeographics Identifier',
'A unique identifier used in the compilation of European national mapping agency data by EuroGeographics.',
'EuroGeographics; http://crs.ifag.de/',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7308,
'Croatia alternative identifier',
'An alternative name used in Croatia.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7309,
'Slovenia alternative identifier',
'An alternative name used in Slovenia.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7310,
'Germany alternative identifier',
'An alternative name used by the BfK.',
'OGP',
'OGP',
TO_DATE('2001-06-05'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7311,
'Indonesia alternative identifier',
'An alternative name used by Bakosurtanal.',
'OGP',
'OGP',
TO_DATE('2010-03-30'),
'2009.102',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7312,
'Austria alternative identifier',
'An alternative name used by the BEV.',
'OGP',
'OGP',
TO_DATE('2002-09-19'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7313,
'US DMA/NIMA/NGA alternative identifier',
'An alternative name used by the US National Geospatial Intelligence Agency.',
'OGP',
'OGP',
TO_DATE('2005-05-21'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7314,
'Poland alternative identifier',
'An alternative name used in Poland.',
'OGP',
'OGP',
TO_DATE('2005-11-02'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7315,
'Netherlands alternative identifier',
'An alternative name used in The Netherlands.',
'OGP',
'OGP',
TO_DATE('2006-02-03'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7316,
'Romania alternative identifier',
'An alternative name used in Romania.',
'OGP',
'OGP',
TO_DATE('2008-09-24'),
'',
0 );
INSERT INTO epsg_namingsystem VALUES ( 7317,
'EPSG alias and abbreviation',
'An alternative name assigned by EPSG also used as an abbreviation.',
'OGP',
'OGP',
TO_DATE('2008-10-17'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_primemeridian VALUES ( 8901,
'Greenwich',
0,
9102,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8902,
'Lisbon',
-9.0754862,
9110,
'',
'Instituto Geografico e Cadastral; Lisbon',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8903,
'Paris',
2.5969213,
9105,
'Value adopted by IGN (Paris) in 1936. Equivalent to 2deg20''14.025". Preferred by EPSG to earlier value of 2deg20''13.95" (2.596898 grads) used by RGS London.',
'Institut Geographique National (IGN); Paris',
'OGP',
TO_DATE('2008-06-24'),
'2008.045',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8904,
'Bogota',
-74.04513,
9110,
'',
'Instituto Geografico "Augustin Cadazzi" (IGAC); Bogota',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8905,
'Madrid',
-3.411658,
9110,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8906,
'Rome',
12.27084,
9110,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8907,
'Bern',
7.26225,
9110,
'1895 value. Newer value of 7deg26''22.335" determined in 1938.',
'Bundesamt fuer Landestopographie',
'OGP',
TO_DATE('2008-06-24'),
'1996.290 2008.045',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8908,
'Jakarta',
106.482779,
9110,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8909,
'Ferro',
-17.4,
9110,
'Used in Austria and former Czechoslovakia.',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8910,
'Brussels',
4.220471,
9110,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8911,
'Stockholm',
18.03298,
9110,
'',
'',
'OGP',
TO_DATE('1995-06-02'),
'1996.290',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8912,
'Athens',
23.4258815,
9110,
'Used in Greece for older mapping based on Hatt projection.',
'Topography Department; National Technical University of Athens.',
'OGP',
TO_DATE('1997-06-16'),
'',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8913,
'Oslo',
10.43225,
9110,
'Formerly known as Kristiania or Christiania.',
'Statens Kartverk - Geodesidivisjonen',
'OGP',
TO_DATE('1999-10-20'),
'',
0 );
INSERT INTO epsg_primemeridian VALUES ( 8914,
'Paris RGS',
2.201395,
9110,
'Value replaced by IGN (France) in 1936 - see code 8903. Equivalent to 2.596898 grads.',
'Royal Geographic Society, London',
'OGP',
TO_DATE('2007-11-01'),
'',
0 );
end;
/
commit;
begin
INSERT INTO epsg_supersession VALUES ( 1,
'Coordinate_Operation',
1026,
1027,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 2,
'Coordinate_Operation',
1026,
1028,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 3,
'Coordinate_Operation',
1036,
1039,
'Retirement',
2002,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 4,
'Coordinate_Operation',
1112,
1672,
'Retirement',
Null,
'New parameter values derived at a different station set referenced to ETRS89.' );
INSERT INTO epsg_supersession VALUES ( 5,
'Coordinate_Operation',
1154,
1304,
'Retirement',
1997,
'Recalculation of parameter values.' );
INSERT INTO epsg_supersession VALUES ( 6,
'Coordinate_Operation',
1232,
1305,
'Retirement',
1997,
'Recalculation of parameter values.' );
INSERT INTO epsg_supersession VALUES ( 7,
'Coordinate_Operation',
1236,
1280,
'Retirement',
Null,
'Provisional transformation replaced by authoritative one.' );
INSERT INTO epsg_supersession VALUES ( 8,
'Coordinate_Operation',
1236,
1669,
'Retirement',
Null,
'Provisional transformation replaced by authoritative one.' );
INSERT INTO epsg_supersession VALUES ( 9,
'Coordinate_Operation',
1297,
1298,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 10,
'Coordinate_Operation',
1297,
1299,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 11,
'Coordinate_Operation',
1297,
1300,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 12,
'Coordinate_Operation',
1297,
1301,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 13,
'Coordinate_Operation',
1312,
1462,
'Retirement',
1997,
'Uses method which has been replaced by improved NTv2 algorithm with different file format.' );
INSERT INTO epsg_supersession VALUES ( 14,
'Coordinate_Operation',
1312,
1313,
'Retirement',
1997,
'Uses method which has been replaced by improved NTv2 algorithm with different file format.' );
INSERT INTO epsg_supersession VALUES ( 15,
'Coordinate_Operation',
1320,
1326,
'Retirement',
1994,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 16,
'Coordinate_Operation',
1321,
1324,
'Retirement',
1992,
'Supersession applies only to block 7; it does not apply to blocks 8 and 24 or to WGC spec data.' );
INSERT INTO epsg_supersession VALUES ( 17,
'Coordinate_Operation',
1322,
1324,
'Retirement',
1992,
'Replacement derived in area of applicability.' );
INSERT INTO epsg_supersession VALUES ( 18,
'Coordinate_Operation',
1324,
1327,
'Retirement',
1994,
'Supersession applies only to blocks 3, 7 and 17; it does not apply to block 15.' );
INSERT INTO epsg_supersession VALUES ( 19,
'Coordinate_Operation',
1325,
1327,
'Retirement',
1994,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 21,
'Coordinate_Operation',
1330,
1557,
'Retirement',
1990,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 22,
'Coordinate_Operation',
1437,
1895,
'Retirement',
2001,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 23,
'Coordinate_Operation',
1450,
1590,
'Retirement',
1997,
'Change of tfm bounding north side.' );
INSERT INTO epsg_supersession VALUES ( 24,
'Coordinate_Operation',
1450,
1612,
'Retirement',
2001,
'Replacement uses frequently-implemented method more suitable for real-time calculations.' );
INSERT INTO epsg_supersession VALUES ( 25,
'Coordinate_Operation',
1451,
1575,
'Retirement',
1997,
'Uses method which has been replaced by improved NTv2 algorithm with different file format.' );
INSERT INTO epsg_supersession VALUES ( 26,
'Coordinate_Operation',
1459,
1594,
'Retirement',
2000,
'State transformation republished by federal authority with minor changes in parameter values. Application gives result differences which are sub-metre.' );
INSERT INTO epsg_supersession VALUES ( 27,
'Coordinate_Operation',
1462,
1573,
'Retirement',
1997,
'Uses method which has been replaced by improved NTv2 algorithm with different file format.' );
INSERT INTO epsg_supersession VALUES ( 28,
'Coordinate_Operation',
1464,
1596,
'Retirement',
Null,
'State transformation included within regional transformation.' );
INSERT INTO epsg_supersession VALUES ( 29,
'Coordinate_Operation',
1506,
1803,
'Retirement',
2001,
'State transformation included within national transformation.' );
INSERT INTO epsg_supersession VALUES ( 30,
'Coordinate_Operation',
1507,
1803,
'Retirement',
2001,
'State transformation included within national transformation.' );
INSERT INTO epsg_supersession VALUES ( 31,
'Coordinate_Operation',
1559,
1593,
'Retirement',
2001,
'Withdrawn and replaced by info source because 8-bit binary grid file format inconsistent with NTv2 16-bit format.' );
INSERT INTO epsg_supersession VALUES ( 32,
'Coordinate_Operation',
1590,
1612,
'Retirement',
2001,
'Replacement uses transformation method which is usually implemented in industry applications and more appropriate for real-time calculations.' );
INSERT INTO epsg_supersession VALUES ( 33,
'Coordinate_Operation',
1593,
1804,
'Retirement',
2001,
'State transformation included in national transformation.' );
INSERT INTO epsg_supersession VALUES ( 34,
'Coordinate_Operation',
1596,
1803,
'Retirement',
2001,
'Regional transformation included within national transformation.' );
INSERT INTO epsg_supersession VALUES ( 35,
'Coordinate_Operation',
1655,
1997,
'Retirement',
2001,
'Replacement derived at more stations having better coordinates and is therefore more accurate.' );
INSERT INTO epsg_supersession VALUES ( 36,
'Coordinate_Operation',
1657,
1992,
'Retirement',
Null,
'Replacement derived at more stations having better coordinates and is therefore more accurate.' );
INSERT INTO epsg_supersession VALUES ( 37,
'Coordinate_Operation',
1674,
1775,
'Retirement',
2001,
'Replacement is of better accuracy. Replacement applies only within Mecklenburg-Vorpommern and Sachsen-Anhalt.' );
INSERT INTO epsg_supersession VALUES ( 38,
'Coordinate_Operation',
1680,
1896,
'Retirement',
2001,
'Source tfm replaced by tfm with improved determination.' );
INSERT INTO epsg_supersession VALUES ( 39,
'Coordinate_Operation',
1683,
1684,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 40,
'Coordinate_Operation',
1683,
1685,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 41,
'Coordinate_Operation',
1683,
1686,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 42,
'Coordinate_Operation',
1683,
1687,
'Retirement',
Null,
'Replacement has better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 43,
'Coordinate_Operation',
1807,
1808,
'Retirement',
1997,
'Replacement derived over a wider area.' );
INSERT INTO epsg_supersession VALUES ( 44,
'Coordinate_Operation',
1900,
1901,
'Retirement',
Null,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 46,
'Coordinate_Operation',
8047,
8569,
'Retirement',
1997,
'Improved derivation in northern Norway.' );
INSERT INTO epsg_supersession VALUES ( 47,
'Coordinate_Operation',
8047,
1612,
'Retirement',
2001,
'Replacement uses method better suited to implementation in real-time applications.' );
INSERT INTO epsg_supersession VALUES ( 48,
'Coordinate_Operation',
8569,
1612,
'Retirement',
2001,
'Replaced by tfm using method which is usually implemented in industry applications.' );
INSERT INTO epsg_supersession VALUES ( 137,
'Coordinate_Operation',
1052,
1998,
'Retirement',
2004,
'Replaced by code 1998 for oil industry purposes only.' );
INSERT INTO epsg_supersession VALUES ( 140,
'Coordinate_Operation',
1638,
10098,
'Retirement',
2003,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 141,
'Coordinate_Operation',
1639,
10099,
'Retirement',
2003,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 142,
'Coordinate_Operation',
1751,
15739,
'Retirement',
2004,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 143,
'Coordinate_Operation',
1066,
15740,
'Retirement',
2004,
'New parameter values derived at a different set of stations.' );
INSERT INTO epsg_supersession VALUES ( 144,
'Coordinate_Operation',
15781,
10084,
'Retirement',
1996,
'Improved geoid model.' );
INSERT INTO epsg_supersession VALUES ( 145,
'Coordinate_Operation',
15791,
1330,
'Retirement',
1989,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 146,
'Coordinate_Operation',
15817,
15818,
'Retirement',
2003,
'Information source states "Provided for historical purposes only. These parameter [values] should not be used".' );
INSERT INTO epsg_supersession VALUES ( 147,
'Coordinate_Operation',
15852,
15851,
'Retirement',
Null,
'Replacement recommended by regulatory authority.' );
INSERT INTO epsg_supersession VALUES ( 148,
'Coordinate_Operation',
15853,
15851,
'Retirement',
Null,
'Replacement recommended by regulatory authority.' );
INSERT INTO epsg_supersession VALUES ( 149,
'Coordinate_Operation',
15854,
15851,
'Retirement',
Null,
'Replacement recommended by regulatory authority.' );
INSERT INTO epsg_supersession VALUES ( 150,
'Coordinate_Operation',
15856,
15851,
'Retirement',
Null,
'Replacement recommended by regulatory authority.' );
INSERT INTO epsg_supersession VALUES ( 151,
'Coordinate_Operation',
1309,
1776,
'Retirement',
2001,
'Improved determination with better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 152,
'Coordinate_Operation',
1673,
1777,
'Retirement',
2001,
'Source tfm code 1309 replaced by tfm code 1776 with better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 153,
'Coordinate_Operation',
1753,
1766,
'Retirement',
1997,
'Replacement has improved determination.' );
INSERT INTO epsg_supersession VALUES ( 154,
'Coordinate_Operation',
15895,
15932,
'Retirement',
2007,
'Tfm 15895 withdrawn and replaced by informaton source due to grid file format being non-compliant with NTv2 specification.' );
INSERT INTO epsg_supersession VALUES ( 155,
'Coordinate_Operation',
15907,
15933,
'Retirement',
2007,
'Superseded record had grid file format which was non-compliant with NTv2 specification.' );
INSERT INTO epsg_supersession VALUES ( 156,
'Coordinate_Operation',
8581,
1439,
'Retirement',
1997,
'Replacement uses improved determination directly between source and target CRSs.' );
INSERT INTO epsg_supersession VALUES ( 157,
'Coordinate_Operation',
8657,
15846,
'Retirement',
Null,
'Improved direct determination using GPS replaces indirect tfm using Transit and WGS 72BE.' );
INSERT INTO epsg_supersession VALUES ( 158,
'Coordinate_Operation',
1672,
15934,
'Retirement',
2004,
'Source tfm 1751 replaced.' );
INSERT INTO epsg_supersession VALUES ( 159,
'Coordinate_Operation',
1829,
1449,
'Retirement',
2008,
'Replacement is national standard.' );
INSERT INTO epsg_supersession VALUES ( 160,
'Coordinate_Operation',
1830,
1448,
'Retirement',
2008,
'Replacement is national standard.' );
INSERT INTO epsg_supersession VALUES ( 161,
'Coordinate_Operation',
1831,
1242,
'Retirement',
2008,
'Replacement derived at stations across whole country.' );
INSERT INTO epsg_supersession VALUES ( 162,
'Coordinate_Operation',
15993,
15994,
'Retirement',
2008,
'Withdrawn by information source. Replacement is of significantly better accuracy.' );
INSERT INTO epsg_supersession VALUES ( 163,
'Coordinate_Operation',
1656,
1988,
'Retirement',
2001,
'EPSG copy of tfm which has been replaced by its info source by better direct tfm.' );
INSERT INTO epsg_supersession VALUES ( 164,
'Coordinate_Operation',
1658,
1987,
'Retirement',
2001,
'EPSG copy of tfm which has been replaced by its info source for a direct determination.' );
INSERT INTO epsg_supersession VALUES ( 165,
'Coordinate_Operation',
1681,
15956,
'Retirement',
2002,
'Transformation from which this is taken has been replaced by improved determination.' );
INSERT INTO epsg_supersession VALUES ( 166,
'Coordinate_Operation',
1928,
15901,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information.' );
INSERT INTO epsg_supersession VALUES ( 167,
'Coordinate_Operation',
15783,
15901,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information from local authority.' );
INSERT INTO epsg_supersession VALUES ( 168,
'Coordinate_Operation',
1917,
15902,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information.' );
INSERT INTO epsg_supersession VALUES ( 169,
'Coordinate_Operation',
1927,
15902,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information.' );
INSERT INTO epsg_supersession VALUES ( 170,
'Coordinate_Operation',
1962,
15903,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information from local authority.' );
INSERT INTO epsg_supersession VALUES ( 171,
'Coordinate_Operation',
1963,
15903,
'Retirement',
2006,
'Withdrawn by information source and replaced by improved information.' );
INSERT INTO epsg_supersession VALUES ( 1024,
'Coordinate_Operation',
3972,
4834,
'Retirement',
2010,
'Retired in 2005 when SIRGAS 2000 adopted by Brazil.' );
INSERT INTO epsg_supersession VALUES ( 1025,
'Coordinate_Operation',
10092,
5051,
'Retirement',
2010,
'Improved determination by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1026,
'Coordinate_Operation',
1992,
5037,
'Retirement',
2010,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1027,
'Coordinate_Operation',
1281,
5043,
'Retirement',
2010,
'Withdrawn and replaced by improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1028,
'Coordinate_Operation',
1267,
5044,
'Retirement',
2010,
'Withdrawn and replaced by improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1029,
'Coordinate_Operation',
1997,
5038,
'Retirement',
2010,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1030,
'Coordinate_Operation',
1550,
5061,
'Retirement',
2010,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1031,
'Coordinate_Operation',
1551,
5061,
'Retirement',
2010,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1032,
'Coordinate_Operation',
1552,
5061,
'Retirement',
2010,
'Improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1033,
'Coordinate_Operation',
15710,
5053,
'Retirement',
2010,
'Improved resolution.' );
INSERT INTO epsg_supersession VALUES ( 1034,
'Coordinate_Operation',
15711,
5051,
'Retirement',
2010,
'Improved resolution.' );
INSERT INTO epsg_supersession VALUES ( 1035,
'Coordinate_Operation',
15712,
5055,
'Retirement',
2010,
'Improved resolution.' );
INSERT INTO epsg_supersession VALUES ( 1036,
'Coordinate_Operation',
10091,
5055,
'Retirement',
2010,
'Improved determination for area by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1037,
'Coordinate_Operation',
10089,
5051,
'Retirement',
2010,
'Improved determination for area by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1038,
'Coordinate_Operation',
10090,
5053,
'Retirement',
2010,
'Improved determination for area by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1039,
'Coordinate_Operation',
15872,
5078,
'Retirement',
2010,
'Signiicantly improved determination.' );
INSERT INTO epsg_supersession VALUES ( 1043,
'Coordinate_Operation',
15754,
5055,
'Retirement',
2010,
'Improved determinations for subareas.' );
INSERT INTO epsg_supersession VALUES ( 1044,
'Coordinate_Operation',
15754,
5053,
'Retirement',
2010,
'Improved determinations for subareas.' );
INSERT INTO epsg_supersession VALUES ( 1045,
'Coordinate_Operation',
15754,
5051,
'Retirement',
2010,
'Improved determinations for subareas.' );
INSERT INTO epsg_supersession VALUES ( 1046,
'Coordinate_Operation',
10093,
5055,
'Retirement',
2010,
'Improved determinations for subareas by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1047,
'Coordinate_Operation',
10093,
5053,
'Retirement',
2010,
'Improved determinations for subareas by Petrobras.' );
INSERT INTO epsg_supersession VALUES ( 1048,
'Coordinate_Operation',
10093,
5051,
'Retirement',
2010,
'Improved determinations for subareas by Petrobras.' );
end;
/
commit;
begin
INSERT INTO epsg_unitofmeasure VALUES ( 9001,
'metre',
'length',
9001,
1,
1,
'Also known as International metre. SI standard unit.',
'ISO 1000.',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9002,
'foot',
'length',
9001,
0.3048,
1,
'',
'ISO 1000; 1958',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9003,
'US survey foot',
'length',
9001,
12,
39.37,
'Used in USA.',
'OGP',
'OGP',
TO_DATE('2000-05-07'),
'1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9005,
'Clarke''s foot',
'length',
9001,
0.3047972654,
1,
'Assumes Clarke''s 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African \& British West Indian mapping.',
'Australian Land Information Group www.auslig.gov.au',
'OGP',
TO_DATE('2005-09-06'),
'1997.233 1999.990 2000.050 2005.370 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9014,
'fathom',
'length',
9001,
1.8288,
1,
'= 6 feet.',
'',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9030,
'nautical mile',
'length',
9001,
1852,
1,
'',
'',
'OGP',
TO_DATE('1996-10-18'),
'1996.240',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9031,
'German legal metre',
'length',
9001,
1.0000135965,
1,
'Used in Namibia.',
'Chief Directorate Surveys and Land Information; Mowbray; South Africa',
'OGP',
TO_DATE('1997-06-16'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9033,
'US survey chain',
'length',
9001,
792,
39.37,
'Used in USA primarily for public lands cadastral work.',
'Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).',
'OGP',
TO_DATE('2000-05-07'),
'1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9034,
'US survey link',
'length',
9001,
7.92,
39.37,
'Used in USA primarily for public lands cadastral work.',
'Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).',
'OGP',
TO_DATE('2000-05-07'),
'1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9035,
'US survey mile',
'length',
9001,
63360,
39.37,
'Used in USA primarily for public lands cadastral work.',
'Bureau of Land Management technical bulletin 6 (1973) and Standard Field Tables 8th edition (1956).',
'OGP',
TO_DATE('2000-05-07'),
'1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9036,
'kilometre',
'length',
9001,
1000,
1,
'',
'ISO 1000.',
'OGP',
TO_DATE('1998-11-11'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9037,
'Clarke''s yard',
'length',
9001,
0.9143917962,
1,
'=3 Clarke''s feet. Assumes Clarke''s 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African \& British West Indian mapping.',
'Australian Land Information Group www.auslig.gov.au',
'OGP',
TO_DATE('2005-09-06'),
'1997.233 1999.990 2005.370 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9038,
'Clarke''s chain',
'length',
9001,
20.1166195164,
1,
'=22 Clarke''s yards. Assumes Clarke''s 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African \& British West Indian mapping.',
'Australian Land Information Group www.auslig.gov.au',
'OGP',
TO_DATE('2005-09-06'),
'1997.233 1999.990 2005.370 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9039,
'Clarke''s link',
'length',
9001,
0.201166195164,
1,
'=1/100 Clarke''s chain. Assumes Clarke''s 1865 ratio of 1 British foot = 0.3047972654 French legal metres applies to the international metre. Used in older Australian, southern African \& British West Indian mapping.',
'Australian Land Information Group www.auslig.gov.au',
'OGP',
TO_DATE('2005-09-06'),
'1997.233 1999.990 2005.370 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9040,
'British yard (Sears 1922)',
'length',
9001,
36,
39.370147,
'Uses Sear''s 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9041,
'British foot (Sears 1922)',
'length',
9001,
12,
39.370147,
'Uses Sear''s 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9042,
'British chain (Sears 1922)',
'length',
9001,
792,
39.370147,
'Uses Sear''s 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9043,
'British link (Sears 1922)',
'length',
9001,
7.92,
39.370147,
'Uses Sear''s 1922 British yard-metre ratio as given by Bomford as 39.370147 inches per metre. Used in East Malaysian and older New Zealand mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9050,
'British yard (Benoit 1895 A)',
'length',
9001,
0.9143992,
1,
'Uses Benoit''s 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.',
'J.S.Clark; "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2006-03-21'),
'1997.233 1999.990 2006.260',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9051,
'British foot (Benoit 1895 A)',
'length',
9001,
0.9143992,
3,
'Uses Benoit''s 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.',
'J.S.Clark; "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2006-03-21'),
'1997.233 1999.990 2006.260',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9052,
'British chain (Benoit 1895 A)',
'length',
9001,
20.1167824,
1,
'Uses Benoit''s 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.',
'J.S.Clark; "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2006-03-21'),
'1997.233 1999.990 2006.260',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9053,
'British link (Benoit 1895 A)',
'length',
9001,
0.201167824,
1,
'Uses Benoit''s 1895 British yard-metre ratio as given by Clark as 0.9143992 metres per yard. Used for deriving metric size of ellipsoid in Palestine.',
'J.S.Clark; "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2006-03-21'),
'1997.233 1999.990 2006.260',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9060,
'British yard (Benoit 1895 B)',
'length',
9001,
36,
39.370113,
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9061,
'British foot (Benoit 1895 B)',
'length',
9001,
12,
39.370113,
'Uses Benoit''s 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9062,
'British chain (Benoit 1895 B)',
'length',
9001,
792,
39.370113,
'Uses Benoit''s 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.',
'G. Bomford "Geodesy" 2nd edition 1962; after J.S.Clark "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9063,
'British link (Benoit 1895 B)',
'length',
9001,
7.92,
39.370113,
'Uses Benoit''s 1895 British yard-metre ratio as given by Bomford as 39.370113 inches per metre. Used in West Malaysian mapping.',
'G. Bomford; "Geodesy"; 3rd edition 1975',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9070,
'British foot (1865)',
'length',
9001,
0.9144025,
3,
'Uses Clark''s estimate of 1853-1865 British foot-metre ratio of 0.9144025 metres per yard. Used in 1962 and 1975 estimates of Indian foot.',
'J.S.Clark; "Remeasurement of the Old Length Standards"; Empire Survey Review no. 90; 1953.',
'OGP',
TO_DATE('2000-05-07'),
'1997.233 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9080,
'Indian foot',
'length',
9001,
12,
39.370142,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark''s 1865 value of 0.9144025 metres.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2000-05-07'),
'1997.231 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9081,
'Indian foot (1937)',
'length',
9001,
0.30479841,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2000-05-07'),
'1997.231 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9082,
'Indian foot (1962)',
'length',
9001,
0.3047996,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark''s 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.',
'G. Bomford; "Geodesy"; 2nd edition 1962',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 1999.990 2007.011',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9083,
'Indian foot (1975)',
'length',
9001,
0.3047995,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark''s 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.',
'G. Bomford; "Geodesy"; 3rd edition 1975',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 1999.990 2007.011',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9084,
'Indian yard',
'length',
9001,
36,
39.370142,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (= 3 British feet) taken to be J.S.Clark''s 1865 value of 0.9144025 metres.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2000-05-07'),
'1997.231 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9085,
'Indian yard (1937)',
'length',
9001,
0.91439523,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British foot taken to be 1895 Benoit value of 12/39.370113m. Rounded to 8 decimal places as 0.30479841. Used from Bangladesh to Vietnam. Previously used in India and Pakistan but superseded.',
'G. Bomford; "The Re-adjustment of the Indian Triangulation"; Survey of India Professional Paper 28; 1939.',
'OGP',
TO_DATE('2000-05-07'),
'1997.231 1999.990',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9086,
'Indian yard (1962)',
'length',
9001,
0.9143988,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark''s 1865 value of 0.9144025m. Rounded to 7 significant figures with a small error as 1 Ind ft=0.3047996m. Used in Pakistan since metrication.',
'G. Bomford; "Geodesy"; 2nd edition 1962',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 1999.990 2007.011',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9087,
'Indian yard (1975)',
'length',
9001,
0.9143985,
1,
'Indian Foot = 0.99999566 British feet (A.R.Clarke 1865). British yard (3 feet) taken to be J.S. Clark''s 1865 value of 0.9144025m. Rounded to 7 significant figures as 1 Ind ft=0.3047995m. Used in India since metrication.',
'G. Bomford; "Geodesy"; 3rd edition 1975',
'OGP',
TO_DATE('2007-01-25'),
'1997.231 1999.990 2007.011',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9093,
'Statute mile',
'length',
9001,
1609.344,
1,
'=5280 feet',
'OGP',
'OGP',
TO_DATE('2000-03-07'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9094,
'Gold Coast foot',
'length',
9001,
6378300,
20926201,
'Used in Ghana and some adjacent parts of British west Africa prior to metrication, except for the metrication of projection defining parameters when British foot (Sears 1922) used.',
'Ordnance Survey International',
'OGP',
TO_DATE('2001-01-21'),
'2000.861',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9095,
'British foot (1936)',
'length',
9001,
0.3048007491,
1,
'For the 1936 retriangulation OSGB defines the relationship of 10 feet of 1796 to the International metre through the logarithmic relationship (10^0.48401603 exactly). 1 ft = 0.3048007491 m. Also used for metric conversions in Ireland.',
'1. "The Retriangulation of Great Britain", Ordnance Survey of Great Britain. 2. "The Irish Grid - A Description of the Co-ordinate Reference System" published by Ordnance Survey of Ireland, Dublin and Ordnance Survey of Northern Ireland, Belfast.',
'OGP',
TO_DATE('2006-11-27'),
'2002.621 2006.932',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9096,
'yard',
'length',
9001,
0.9144,
1,
'=3 international feet.',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9097,
'chain',
'length',
9001,
20.1168,
1,
'=22 international yards or 66 international feet.',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9098,
'link',
'length',
9001,
20.1168,
100,
'=1/100 international chain.',
'OGP',
'OGP',
TO_DATE('2006-07-14'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9099,
'British yard (Sears 1922 truncated)',
'length',
9001,
0.914398,
1,
'Uses Sear''s 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures.',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-10-23'),
'2006.901',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9101,
'radian',
'angle',
9101,
1,
1,
'SI standard unit.',
'ISO 1000:1992',
'OGP',
TO_DATE('1995-06-02'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9102,
'degree',
'angle',
9101,
3.14159265358979,
180,
'= pi/180 radians',
'',
'OGP',
TO_DATE('2002-11-18'),
'1996.220 2002.860',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9103,
'arc-minute',
'angle',
9101,
3.14159265358979,
10800,
'1/60th degree = ((pi/180) / 60) radians',
'',
'OGP',
TO_DATE('2002-11-18'),
'1996.220 2002.860',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9104,
'arc-second',
'angle',
9101,
3.14159265358979,
648000,
'1/60th arc-minute = ((pi/180) / 3600) radians',
'',
'OGP',
TO_DATE('2002-11-18'),
'1996.220 2002.860',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9105,
'grad',
'angle',
9101,
3.14159265358979,
200,
'=pi/200 radians.',
'',
'OGP',
TO_DATE('2002-11-18'),
'1996.220 1999.050 2002.860',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9106,
'gon',
'angle',
9101,
3.14159265358979,
200,
'=pi/200 radians',
'',
'OGP',
TO_DATE('2002-11-18'),
'1996.220 2002.860',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9107,
'degree minute second',
'angle',
9102,
Null,
Null,
'Degree representation. Format: signed degrees (integer) - arc-minutes (integer) - arc-seconds (real, any precision). Different symbol sets are in use as field separators, for example deg '' ". Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'1996.190 2002.070 2002.780',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9108,
'degree minute second hemisphere',
'angle',
9102,
Null,
Null,
'Degree representation. Format: degrees (integer) - arc-minutes (integer) - arc-seconds (real) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators for example deg '' ". Convert to deg using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'1996.190 2002.070 2002.780',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9109,
'microradian',
'angle',
9101,
1,
1000000,
'rad * 10E-6',
'ISO 1000.',
'OGP',
TO_DATE('1996-10-18'),
'1999.050',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9110,
'sexagesimal DMS',
'angle',
9102,
Null,
Null,
'Pseudo unit. Format: signed degrees - period - minutes (2 digits) - integer seconds (2 digits) - fraction of seconds (any precision). Must include leading zero in minutes and seconds and exclude decimal point for seconds. Convert to degree using formula.',
'OGP',
'OGP',
TO_DATE('2008-03-26'),
'2002.270 2002.780 2008.020',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9111,
'sexagesimal DM',
'angle',
9102,
Null,
Null,
'Pseudo unit. Format: sign - degrees - decimal point - integer minutes (two digits) - fraction of minutes (any precision). Must include leading zero in integer minutes. Must exclude decimal point for minutes. Convert to deg using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'2002.070 2002.780',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9112,
'centesimal minute',
'angle',
9101,
3.14159265358979,
20000,
'1/100 of a grad and gon = ((pi/200) / 100) radians',
'http://www.geodesy.matav.hu/',
'OGP',
TO_DATE('2005-09-06'),
'1998.480 1999.510 2002.860 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9113,
'centesimal second',
'angle',
9101,
3.14159265358979,
2000000,
'1/100 of a centesimal minute or 1/10,000th of a grad and gon = ((pi/200) / 10000) radians',
'http://www.geodesy.matav.hu/',
'OGP',
TO_DATE('2005-09-06'),
'1999.510 2002.860 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9114,
'mil_6400',
'angle',
9101,
3.14159265358979,
3200,
'Angle subtended by 1/6400 part of a circle. Approximates to 1/1000th radian. Note that other approximations (notably 1/6300 circle and 1/6000 circle) also exist.',
'http://www.geodesy.matav.hu/',
'OGP',
TO_DATE('2005-09-06'),
'1999.510 2005.460',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9115,
'degree minute',
'angle',
9102,
Null,
Null,
'Degree representation. Format: signed degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example deg ''. Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'2002.780',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9116,
'degree hemisphere',
'angle',
9102,
Null,
Null,
'Degree representation. Format: degrees (real, any precision) - hemisphere abbreviation (single character N S E or W). Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9117,
'hemisphere degree',
'angle',
9102,
Null,
Null,
'Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (real, any precision). Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9118,
'degree minute hemisphere',
'angle',
9102,
Null,
Null,
'Degree representation. Format: degrees (integer) - arc-minutes (real, any precision) - hemisphere abbreviation (single character N S E or W). Different symbol sets are in use as field separators, for example deg ''. Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9119,
'hemisphere degree minute',
'angle',
9102,
Null,
Null,
'Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (real, any precision). Different symbol sets are in use as field separators, for example deg ''. Convert to degrees using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9120,
'hemisphere degree minute second',
'angle',
9102,
Null,
Null,
'Degree representation. Format: hemisphere abbreviation (single character N S E or W) - degrees (integer) - arc-minutes (integer) - arc-seconds (real). Different symbol sets are in use as field separators for example deg '' ". Convert to deg using algorithm.',
'OGP',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9121,
'sexagesimal DMS.s',
'angle',
9102,
Null,
Null,
'Pseudo unit. Format: signed degrees - minutes (two digits) - seconds (real, any precision). Must include leading zero in minutes and seconds where value is under 10 and include decimal separator for seconds. Convert to degree using algorithm.',
'ISO 6709:1983.',
'OGP',
TO_DATE('2002-11-22'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9122,
'degree (supplier to define representation)',
'angle',
9101,
3.14159265358979,
180,
'= pi/180 radians. The degree representation (e.g. decimal, DMSH, etc.) must be clarified by suppliers of data associated with this code.',
'OGP',
'OGP',
TO_DATE('2004-01-05'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9201,
'unity',
'scale',
9201,
1,
1,
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9202,
'parts per million',
'scale',
9201,
1,
1000000,
'',
'',
'OGP',
TO_DATE('1996-09-12'),
'',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9203,
'coefficient',
'scale',
9201,
1,
1,
'Used when parameters are coefficients. They inherently take the units which depend upon the term to which the coefficient applies.',
'OGP',
'OGP',
TO_DATE('2004-09-14'),
'2004.530',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9204,
'Bin width 330 US survey feet',
'length',
9001,
3960,
39.37,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9205,
'Bin width 165 US survey feet',
'length',
9001,
1980,
39.37,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9206,
'Bin width 82.5 US survey feet',
'length',
9001,
990,
39.37,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9207,
'Bin width 37.5 metres',
'length',
9001,
37.5,
1,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9208,
'Bin width 25 metres',
'length',
9001,
25,
1,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9209,
'Bin width 12.5 metres',
'length',
9001,
12.5,
1,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9210,
'Bin width 6.25 metres',
'length',
9001,
6.25,
1,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9211,
'Bin width 3.125 metres',
'length',
9001,
3.125,
1,
'',
'OGP',
'OGP',
TO_DATE('2000-10-19'),
'2000.590',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9300,
'British foot (Sears 1922 truncated)',
'length',
9001,
0.914398,
3,
'Uses Sear''s 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 3 ftSe(T) = 1 ydSe(T).',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-10-23'),
'2006.901',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9301,
'British chain (Sears 1922 truncated)',
'length',
9001,
20.116756,
1,
'Uses Sear''s 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 1 chSe(T) = 22 ydSe(T). Used in metrication of Malaya RSO grid.',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-10-23'),
'2006.901',
0 );
INSERT INTO epsg_unitofmeasure VALUES ( 9302,
'British link (Sears 1922 truncated)',
'length',
9001,
20.116756,
100,
'Uses Sear''s 1922 British yard-metre ratio (UoM code 9040) truncated to 6 significant figures; this truncated ratio (0.914398, UoM code 9099) then converted to other imperial units. 100 lkSe(T) = 1 chSe(T).',
'Defence Geographic Centre',
'OGP',
TO_DATE('2006-10-23'),
'2006.901',
0 );
end;
/
commit;
begin
INSERT INTO epsg_versionhistory VALUES ( 1,
TO_DATE('1994-06-01'),
'1.0',
'Version 1.0 release. Excel v2.',
'',
'' );
INSERT INTO epsg_versionhistory VALUES ( 2,
TO_DATE('1996-06-02'),
'2.1',
'Version 2.1 release. Excel v4.',
'3.0',
'' );
INSERT INTO epsg_versionhistory VALUES ( 3,
TO_DATE('1996-12-12'),
'3.0',
'Version 3.0 release. Access v2.',
'3.1',
'2.1' );
INSERT INTO epsg_versionhistory VALUES ( 4,
TO_DATE('1997-04-11'),
'3.1',
'Version 3.1 release.',
'3.2',
'3.0' );
INSERT INTO epsg_versionhistory VALUES ( 5,
TO_DATE('1997-08-28'),
'3.2',
'Version 3.2 release.',
'4.0',
'3.1' );
INSERT INTO epsg_versionhistory VALUES ( 6,
TO_DATE('1998-03-24'),
'4.0',
'Version 4.0 release. Access v7.',
'4.1',
'3.2' );
INSERT INTO epsg_versionhistory VALUES ( 7,
TO_DATE('1998-09-29'),
'4.1',
'Version 4.1 release.',
'4.2',
'4.0' );
INSERT INTO epsg_versionhistory VALUES ( 8,
TO_DATE('1998-11-25'),
'4.2',
'Version 4.2 release.',
'4.3',
'4.1' );
INSERT INTO epsg_versionhistory VALUES ( 9,
TO_DATE('1999-07-26'),
'4.3',
'Version 4.3 release.',
'4.4',
'4.2' );
INSERT INTO epsg_versionhistory VALUES ( 10,
TO_DATE('1999-11-19'),
'4.4',
'Version 4.4 release.',
'4.5 5.0',
'4.3' );
INSERT INTO epsg_versionhistory VALUES ( 11,
TO_DATE('2000-06-29'),
'4.5',
'Version 4.5 release.',
'5.1',
'4.4' );
INSERT INTO epsg_versionhistory VALUES ( 12,
TO_DATE('2000-06-29'),
'5.0',
'Version 5.0 release. Access97',
'5.01',
'4.4' );
INSERT INTO epsg_versionhistory VALUES ( 13,
TO_DATE('2000-07-09'),
'5.01',
'Version 5.01 release.',
'5.1',
'5.0' );
INSERT INTO epsg_versionhistory VALUES ( 14,
TO_DATE('2000-12-31'),
'5.1',
'Version 5.1 release.',
'5.2',
'4.5 5.01' );
INSERT INTO epsg_versionhistory VALUES ( 15,
TO_DATE('2001-06-11'),
'5.2',
'Version 5.2 release.',
'5.21',
'5.1' );
INSERT INTO epsg_versionhistory VALUES ( 16,
TO_DATE('2001-06-26'),
'5.21',
'Version 5.21 release.',
'6.1',
'5.2' );
INSERT INTO epsg_versionhistory VALUES ( 17,
TO_DATE('2002-02-21'),
'5.3',
'Version 5.3 release. Same data as v6.1.',
'6.1',
'5.21' );
INSERT INTO epsg_versionhistory VALUES ( 18,
TO_DATE('2001-09-03'),
'6.02',
'v6.02 release to EPSG wg and ISO 19127 project team.',
'6.1',
'' );
INSERT INTO epsg_versionhistory VALUES ( 19,
TO_DATE('2002-02-25'),
'6.1',
'Version 6.1 release. ISO 19111 compliant data model and terminology.',
'6.2',
'5.21 6.02' );
INSERT INTO epsg_versionhistory VALUES ( 20,
TO_DATE('2002-07-31'),
'6.2',
'Version 6.2 release.',
'6.2.1',
'5.3 6.1' );
INSERT INTO epsg_versionhistory VALUES ( 21,
TO_DATE('2002-09-05'),
'6.2.1',
'v6.2 data; purged redundant Visual Basic code behind forms.',
'6.2.2',
'6.2' );
INSERT INTO epsg_versionhistory VALUES ( 22,
TO_DATE('2002-09-16'),
'6.2.2',
'v6.2 data; purged further redundant Visual Basic code behind forms.',
'6.3',
'6.2.1' );
INSERT INTO epsg_versionhistory VALUES ( 23,
TO_DATE('2003-02-26'),
'6.3',
'Version 6.3 release.',
'6.4',
'6.2.2' );
INSERT INTO epsg_versionhistory VALUES ( 24,
TO_DATE('2003-10-15'),
'6.4',
'Version 6.4 release.',
'6.5',
'6.3' );
INSERT INTO epsg_versionhistory VALUES ( 25,
TO_DATE('2004-01-13'),
'6.5',
'Version 6.5 release.',
'6.6',
'6.4' );
INSERT INTO epsg_versionhistory VALUES ( 26,
TO_DATE('2004-04-09'),
'6.5.1',
'Version 6.5.1. VBA module for creating SQL DDL updated. No other change.',
'6.6',
'6.5' );
INSERT INTO epsg_versionhistory VALUES ( 27,
TO_DATE('2004-04-27'),
'6.5.2',
'Version 6.5.2. Further update to VBA module for creating SQL DDL. Data exactly as v6.5.',
'6.6',
'6.5.1' );
INSERT INTO epsg_versionhistory VALUES ( 28,
TO_DATE('2004-06-29'),
'6.5.3',
'Version 6.5.3. Further update to VBA module for creating SQL DDL. Data exactly as v6.5.',
'6.6',
'6.5.2' );
INSERT INTO epsg_versionhistory VALUES ( 29,
TO_DATE('2004-10-23'),
'6.6',
'Version 6.6 release.',
'6.7',
'6.5.3' );
INSERT INTO epsg_versionhistory VALUES ( 30,
TO_DATE('2005-05-31'),
'6.7',
'Version 6.7 release.',
'6.8',
'6.6' );
INSERT INTO epsg_versionhistory VALUES ( 31,
TO_DATE('2005-10-10'),
'6.8',
'Version 6.8 release.',
'6.9',
'6.7' );
INSERT INTO epsg_versionhistory VALUES ( 32,
TO_DATE('2006-02-20'),
'6.9',
'Version 6.9 release.',
'6.10',
'6.8' );
INSERT INTO epsg_versionhistory VALUES ( 33,
TO_DATE('2006-04-07'),
'6.10',
'Version 6.10 release.',
'6.10.1',
'6.9' );
INSERT INTO epsg_versionhistory VALUES ( 34,
TO_DATE('2006-05-23'),
'6.10.1',
'Version 6.10.1 release. SQL script modified to amend date format. Same data as v6.10.',
'6.10.2',
'6.10' );
INSERT INTO epsg_versionhistory VALUES ( 35,
TO_DATE('2006-06-08'),
'6.10.2',
'Version 6.10.2 release. SQL script modified to remove unique constraint. Same data as v6.10.',
'6.11',
'6.10.1' );
INSERT INTO epsg_versionhistory VALUES ( 36,
TO_DATE('2006-08-09'),
'6.11',
'Version 6.11 release.',
'6.11.1',
'6.10.*' );
INSERT INTO epsg_versionhistory VALUES ( 37,
TO_DATE('2006-10-04'),
'6.11.1',
'Version 6.11.1 release.',
'6.11.2',
'6.11' );
INSERT INTO epsg_versionhistory VALUES ( 38,
TO_DATE('2006-10-23'),
'6.11.2',
'Version 6.11.2 release.',
'6.12',
'6.11.1' );
INSERT INTO epsg_versionhistory VALUES ( 39,
TO_DATE('2007-02-08'),
'6.12',
'Version 6.12 release.',
'6.13',
'6.11.2' );
INSERT INTO epsg_versionhistory VALUES ( 40,
TO_DATE('2007-07-16'),
'6.13',
'Version 6.13 release.',
'6.14',
'6.12' );
INSERT INTO epsg_versionhistory VALUES ( 41,
TO_DATE('2007-09-02'),
'6.14',
'Version 6.14 release.',
'6.15',
'6.13' );
INSERT INTO epsg_versionhistory VALUES ( 42,
TO_DATE('2008-04-15'),
'6.15',
'Version 6.15 release.',
'6.16',
'6.14' );
INSERT INTO epsg_versionhistory VALUES ( 43,
TO_DATE('2008-04-16'),
'6.16a1',
'working db',
'',
'6.15' );
INSERT INTO epsg_versionhistory VALUES ( 44,
TO_DATE('2008-06-27'),
'6.16',
'Version 6.16 release.',
'6.16.1',
'6.15' );
INSERT INTO epsg_versionhistory VALUES ( 45,
TO_DATE('2008-06-27'),
'6.16.1',
'Registry software upgrade v1.1.2.',
'6.16.2',
'6.16' );
INSERT INTO epsg_versionhistory VALUES ( 46,
TO_DATE('2008-07-05'),
'6.16.2',
'Registry software upgrade v1.1.3.',
'6.17',
'6.16.1' );
INSERT INTO epsg_versionhistory VALUES ( 47,
TO_DATE('2008-07-14'),
'6.17',
'Version 6.17 release.',
'6.18',
'6.16.2' );
INSERT INTO epsg_versionhistory VALUES ( 48,
TO_DATE('2008-08-05'),
'6.17.1',
'Version 6.17.1 registry interim data release and software upgrade v1.1.4.',
'6.17.1',
'6.17' );
INSERT INTO epsg_versionhistory VALUES ( 49,
TO_DATE('2008-11-12'),
'6.18',
'Version 6.18 release. Access and SQL only.',
'6.18.1',
'6.17.1' );
INSERT INTO epsg_versionhistory VALUES ( 50,
TO_DATE('2009-01-20'),
'6.18.1',
'Version 6.18.1 registry interim data release.',
'6.18.3',
'6.18' );
INSERT INTO epsg_versionhistory VALUES ( 51,
TO_DATE('2009-02-10'),
'6.18.3',
'Version 6.18.3 registry interim data release.',
'7.1',
'6.18.1' );
INSERT INTO epsg_versionhistory VALUES ( 52,
TO_DATE('2009-06-02'),
'7.1',
'Version 7.1 marks the transition of the master dataset from the Access database to the online Registry. It also marks a change in the version of MS Access in which the database is distributed, from v97 to v2000.',
'7.1.1',
'6.18.3' );
INSERT INTO epsg_versionhistory VALUES ( 53,
TO_DATE('2009-06-07'),
'7.1.1',
'Registry interim release. Registry software v1.2.5 loaded. Change requests 2009.023 and 2009.039 released.',
'7.1.2',
'7.1' );
INSERT INTO epsg_versionhistory VALUES ( 54,
TO_DATE('2009-06-30'),
'7.1.2',
'Version 7.1.2 registry interim data release.',
'7.1.3',
'7.1.1' );
INSERT INTO epsg_versionhistory VALUES ( 55,
TO_DATE('2009-07-01'),
'7.1.3',
'Version 7.1.3 registry interim data release.',
'7.1.4',
'7.1.2' );
INSERT INTO epsg_versionhistory VALUES ( 56,
TO_DATE('2009-07-03'),
'7.1.4',
'Version 7.1.4 registry interim data release.',
'7.1.5',
'7.1.3' );
INSERT INTO epsg_versionhistory VALUES ( 57,
TO_DATE('2009-07-04'),
'7.1.5',
'Version 7.1.5 registry interim data release.',
'7.1.6',
'7.1.4' );
INSERT INTO epsg_versionhistory VALUES ( 58,
TO_DATE('2009-07-22'),
'7.1.6',
'Version 7.1.6 registry interim data release.',
'7.1.7',
'7.1.5' );
INSERT INTO epsg_versionhistory VALUES ( 59,
TO_DATE('2009-07-29'),
'7.1.7',
'Version 7.1.7 registry interim data release.',
'7.1.8',
'7.1.6' );
INSERT INTO epsg_versionhistory VALUES ( 60,
TO_DATE('2009-09-05'),
'7.1.8',
'Version 7.1.8 registry interim data release.',
'v7.1.9',
'7.1.7' );
INSERT INTO epsg_versionhistory VALUES ( 61,
TO_DATE('2009-10-29'),
'v7.1.9',
'Version 7.1.9 registry interim data release.',
'7.1.10',
'7.1.8' );
INSERT INTO epsg_versionhistory VALUES ( 62,
TO_DATE('2009-10-30'),
'7.1.10',
'Registry interim release. Registry software v1.2.6 loaded 2009-10-29. This release generates updated export files but registry data is otherwise unchanged from Dataset v7.1.9.',
'7.1.11',
'v7.1.9' );
INSERT INTO epsg_versionhistory VALUES ( 63,
TO_DATE('2009-11-01'),
'7.1.11',
'Registry interim release. Registry script run. This release generates updated export files but registry data is otherwise unchanged from Dataset v7.1.9.',
'7.1.12',
'7.1.10' );
INSERT INTO epsg_versionhistory VALUES ( 64,
TO_DATE('2009-11-12'),
'7.1.12',
'Registry interim release. Registry software v1.2.7 loaded.',
'7.2',
'7.1.11' );
INSERT INTO epsg_versionhistory VALUES ( 65,
TO_DATE('2009-11-24'),
'7.2',
'Version 7.2 release.',
'7.3',
'7.1.12' );
INSERT INTO epsg_versionhistory VALUES ( 66,
TO_DATE('2009-11-25'),
'7.3',
'Version 7.3 data release.',
'7.4',
'7.2' );
INSERT INTO epsg_versionhistory VALUES ( 67,
TO_DATE('2009-11-25'),
'7.4',
'Version 7.4. Re-release of version 7.2 as export files not generated.',
'7.4.1',
'7.3' );
INSERT INTO epsg_versionhistory VALUES ( 68,
TO_DATE('2010-02-01'),
'7.4.1',
'Version 7.4.1 interim dataset release. No geodetic data changes from v7.4. Made to resolve duplication of latest version release date - see change request 2010.009.',
'7.4.2',
'7.4' );
INSERT INTO epsg_versionhistory VALUES ( 69,
TO_DATE('2010-02-13'),
'7.4.2',
'Registry interim release. Registry software v1.2.10 loaded. Change requests 2009.104, 2010.007 and 2010.015 released.',
'7.4.3',
'7.4.1' );
INSERT INTO epsg_versionhistory VALUES ( 70,
TO_DATE('2010-02-18'),
'7.4.3',
'Registry interim data release. Change requests 2010.018, 2010.012, 2010.005, 2009.030, 2009.008 and 2008.098 released.',
'7.4.4',
'7.4.2' );
INSERT INTO epsg_versionhistory VALUES ( 71,
TO_DATE('2010-03-01'),
'7.4.4',
'Registry interim data release. Change requests 2010.024, 2010.020, 2010.014, 2010.008, 2010.003 and 2009.024 released.',
'7.4.5',
'7.4.3' );
INSERT INTO epsg_versionhistory VALUES ( 72,
TO_DATE('2010-03-05'),
'7.4.5',
'Registry interim data release. Change requests 2009.031, 2009.105 and 2010.026 released.',
'7.4.6',
'7.4.4' );
INSERT INTO epsg_versionhistory VALUES ( 73,
TO_DATE('2010-03-30'),
'7.4.6',
'Preliminary release for v7.5.',
'7.4.7',
'7.4.5' );
INSERT INTO epsg_versionhistory VALUES ( 74,
TO_DATE('2010-03-30'),
'7.4.7',
'Second preliminary release for v7.5',
'7.4.8',
'7.4.6' );
INSERT INTO epsg_versionhistory VALUES ( 75,
TO_DATE('2010-03-31'),
'7.4.8',
'Third preliminary release for v7.5',
'7.4.9',
'7.4.7' );
INSERT INTO epsg_versionhistory VALUES ( 76,
TO_DATE('2010-03-31'),
'7.4.9',
'Fourth preliminary release for v7.5',
'7.5',
'7.4.8' );
INSERT INTO epsg_versionhistory VALUES ( 77,
TO_DATE('2010-03-31'),
'7.5',
'Version 7.5 release of full Dataset.',
'7.5.0.1',
'7.4.9' );
INSERT INTO epsg_versionhistory VALUES ( 78,
TO_DATE('2010-03-31'),
'7.5.0.1',
'Missing association corrected for v7.5 release.',
'',
'7.5' );
end;
/
Commit;
set escape off;
@?/rdbms/admin/sqlsessend.sql
OHA YOOOO