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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'1999-10-20', 
'', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2000-10-19', 
'', 
1, 
1 ); 

INSERT INTO epsg_coordoperation VALUES ( 8581, 
'PSD93 to WGS 84 (2)', 
'concatenated operation', 
4134, 
4326, 
'PDO-Omn 93', 
2, 
1183, 
'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', 
'2007-03-22', 
'2007.043', 
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', 
'2001-08-15', 
'', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 8583, 
'Puerto Rico to WGS 84 (2)', 
'concatenated operation', 
4139, 
4326, 
'EPSG-PRVI', 
2, 
1335, 
'Approximation at the +/- 1m level.', 
Null, 
Null, 
Null, 
Null, 
'Transformation steps are from Puerto Rico to NAD83(HARN) (1) (code 8481) assuming that NAD83(HARN) is equivalent to WGS 84 within the accuracy of the transformation.', 
'OGP', 
'OGP', 
'2002-01-18', 
'2002.020', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2002-07-13', 
'', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 8636, 
'Carthage (Paris) to WGS 84 (1)', 
'concatenated operation', 
4816, 
4326, 
'EPSG-Tun', 
1, 
1236, 
'For military purposes.', 
Null, 
Null, 
Null, 
Null, 
'', 
'', 
'OGP', 
'2002-09-19', 
'', 
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', 
'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', 
'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, 
1182, 
'For military purposes.', 
Null, 
Null, 
Null, 
Null, 
'', 
'', 
'OGP', 
'2002-09-19', 
'', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2002-09-19', 
'', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'2003-08-14', 
'', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 8650, 
'Palestine 1923 to WGS 84 (2)', 
'concatenated operation', 
4281, 
4326, 
'SoI-Isr', 
2, 
1126, 
'Accuracy: 1m to north and 10m to south of east-west line through Beersheba (31°15''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', 
'2008-06-24', 
'2008.045', 
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', 
'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', 
'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', 
'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', 
'2005-05-30', 
'', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'2008-03-14', 
'2008.010', 
1, 
1 ); 

INSERT INTO epsg_coordoperation VALUES ( 10011, 
'RGFG95 to NGG1977 height (1)', 
'transformation', 
4967, 
5755, 
'IGN Guf', 
1, 
1097, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 10012, 
'RGR92 to Reunion 1989 height (1)', 
'transformation', 
4971, 
5758, 
'IGN Reu', 
1, 
1196, 
'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', 
'2008-03-14', 
'2008.010', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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, 
2792, 
'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', 
'2008-03-14', 
'2008.010', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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 (1) (tfm code 15781).', 
'', 
'OGP', 
'2008-03-14', 
'2005.560 2006.131 2008.010', 
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', 
'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', 
'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', 
'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', 
'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.', 
'ExxonMobil', 
'OGP', 
'2004-10-14', 
'', 
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 where dX = -181m, dY = +294m, dZ = -144.5m, rX = rY = 0, rZ = +0.554s, dS = +0.219 ppm.', 
'ExxonMobil', 
'OGP', 
'2006-02-03', 
'2006.110', 
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.', 
'ExxonMobil', 
'OGP', 
'2004-10-14', 
'', 
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.', 
'ExxonMobil', 
'OGP', 
'2004-10-14', 
'', 
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.', 
'ExxonMobil', 
'OGP', 
'2004-10-14', 
'', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2001-11-06', 
'1995.300 1996.290 2001.030', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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, 
1723, 
'Obsolete.', 
0, 
9807, 
Null, 
Null, 
'Replaced by north zone.', 
'USGS Professional Paper #1395', 
'OGP', 
'2005-05-21', 
'1995.300 1996.290 1998.220 2000.092 2005.240', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'1999-04-22', 
'1995.300 1996.290 1999.280', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'1999-04-22', 
'1995.300 1996.290 1999.280', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2004-04-22', 
'', 
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 1 to 10m, deteriorating as distance increases from west centre of Taiwan island.', 
10, 
9656, 
Null, 
Null, 
'', 
'Arial Survey Office, Taiwan Forest Bureau.', 
'OGP', 
'2008-10-17', 
'', 
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', 
'2008-10-17', 
'', 
1, 
0 ); 

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', 
'2008-10-17', 
'', 
1, 
0 ); 

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', 
'2008-10-17', 
'', 
1, 
0 ); 

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', 
'2008-10-17', 
'', 
1, 
0 ); 

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', 
'2008-10-17', 
'', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2005-09-12', 
'2005.490', 
1, 
1 ); 

INSERT INTO epsg_coordoperation VALUES ( 15530, 
'POSGAR 98 geocentric to geog3D', 
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Null, 
'', 
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'For geocentric to geographic 3D conversions and vice versa.', 
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Null, 
Null, 
'', 
'EPSG Guidance Note #7-2.', 
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INSERT INTO epsg_coordoperation VALUES ( 15531, 
'POSGAR 98 geog3D to geog2D', 
'conversion', 
Null, 
Null, 
'', 
Null, 
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'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', 
'2005-09-12', 
'2005.490', 
1, 
1 ); 

INSERT INTO epsg_coordoperation VALUES ( 15532, 
'REGVEN geocentric to geog3D', 
'conversion', 
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Null, 
'', 
Null, 
1251, 
'For geocentric to geographic 3D conversions and vice versa.', 
0, 
9602, 
Null, 
Null, 
'', 
'EPSG Guidance Note #7-2.', 
'OGP', 
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'2005.490', 
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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', 
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'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', 
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'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15631, 
'Tokyo + JSLD height to WGS 84 (42)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15632, 
'Tokyo + JSLD height to WGS 84 (43)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15633, 
'Tokyo + JSLD height to WGS 84 (44)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15634, 
'Tokyo + JSLD height to WGS 84 (45)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15635, 
'Tokyo + JSLD height to WGS 84 (46)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15636, 
'Tokyo + JSLD height to WGS 84 (47)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15637, 
'Tokyo + JSLD height to WGS 84 (48)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15638, 
'Tokyo + JSLD height to WGS 84 (49)', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15639, 
'Tokyo + JSLD height to WGS 84 (50)', 
'transformation', 
7414, 
4979, 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15640, 
'Tokyo + JSLD height to WGS 84 (51)', 
'transformation', 
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'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', 
'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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'GSI-Jpn 364136', 
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2471, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15642, 
'Tokyo + JSLD height to WGS 84 (53)', 
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'GSI-Jpn 364137', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15643, 
'Tokyo + JSLD height to WGS 84 (54)', 
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7414, 
4979, 
'GSI-Jpn 364138', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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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'GSI-Jpn 364140', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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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4979, 
'GSI-Jpn 360136', 
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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', 
'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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4979, 
'GSI-Jpn 360137', 
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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', 
'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, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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, 
'GSI-Jpn 360139', 
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2479, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15650, 
'Tokyo + JSLD height to WGS 84 (61)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 360140', 
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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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15651, 
'Tokyo + JSLD height to WGS 84 (62)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352132', 
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2481, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15652, 
'Tokyo + JSLD height to WGS 84 (63)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352133', 
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2482, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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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4979, 
'GSI-Jpn 352134', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15654, 
'Tokyo + JSLD height to WGS 84 (65)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352135', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15655, 
'Tokyo + JSLD height to WGS 84 (66)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352136', 
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'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15656, 
'Tokyo + JSLD height to WGS 84 (67)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352137', 
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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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15657, 
'Tokyo + JSLD height to WGS 84 (68)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352138', 
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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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15658, 
'Tokyo + JSLD height to WGS 84 (69)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352139', 
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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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15659, 
'Tokyo + JSLD height to WGS 84 (70)', 
'transformation', 
7414, 
4979, 
'GSI-Jpn 352140', 
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2489, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'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, 
'GSI-Jpn 344132', 
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2490, 
'For medium accuracy.', 
1, 
9618, 
Null, 
Null, 
'', 
'http://vldb.gsi.go.jp/sokuchi/coordinates/localtrans.html  (Geographical Survey Institute).', 
'OGP', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15661, 
'Tokyo + JSLD height to WGS 84 (72)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15662, 
'Tokyo + JSLD height to WGS 84 (73)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15663, 
'Tokyo + JSLD height to WGS 84 (74)', 
'transformation', 
7414, 
4979, 
'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', 
'2008-03-14', 
'2008.010', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15664, 
'Tokyo + JSLD height to WGS 84 (75)', 
'transformation', 
7414, 
4979, 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2007-01-20', 
'', 
1, 
0 ); 

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 19°44''N, 92°21''W. Geoid height used =-13.34m.', 
'Fugro Chance', 
'OGP', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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, 
'Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.', 
'PetroBras', 
'OGP', 
'2005-02-05', 
'', 
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, 
'Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.', 
'PetroBras', 
'OGP', 
'2005-02-05', 
'', 
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, 
'Provided by Petrobras for Barracuda Caratinga project. Understood to be Petrobras preferred parameters for all purposes in the area.', 
'PetroBras', 
'OGP', 
'2005-02-05', 
'', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15713, 
'Gan 1970 to WGS 84 (1)', 
'transformation', 
4684, 
4326, 
'NIMA-Mdv', 
1, 
1152, 
'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', 
'2005-05-21', 
'2005.200', 
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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'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 prácticos de la adopción del Marco Geocéntrico Nacional de Referencia MAGNA-SIRGAS como datum oficial de Colombia". http://www.igac.gov.co/MAGNAWEB/DocumentosMAGNA.htm', 
'OGP', 
'2007-07-02', 
'2007.060', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15738, 
'MAGNA-SIRGAS to WGS 84 (1)', 
'transformation', 
4686, 
4326, 
'EPSG', 
1, 
1070, 
'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', 
'2005-04-14', 
'', 
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). 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', 
'2007-03-22', 
'2007.043', 
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). Dutch sources also quote an equivalent transformation using the Coordinate Frame 7-parameter method - see tfm code 15739.', 
'Nederlandse Commissie voor Geodesie (NCG).', 
'OGP', 
'2007-03-22', 
'2007.043', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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, 
1200, 
'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', 
'2005-09-29', 
'2005.460', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15751, 
'Reunion 1947 to WGS 84 (2)', 
'transformation', 
4626, 
4326, 
'IGN-Reu 30m', 
2, 
1196, 
'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', 
'2006-02-07', 
'2005.460 2005.710', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15752, 
'ED79 to WGS 84 (1)', 
'transformation', 
4668, 
4326, 
'NIMA-Eur', 
1, 
3111, 
'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', 
'2005-09-29', 
'2005.460', 
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', 
'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.', 
'Petrobras.', 
'OGP', 
'2005-02-05', 
'', 
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', 
'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 15768.', 
'Gouvernement de la Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'2005-08-12', 
'', 
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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie.', 
'OGP', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.', 
'OGP', 
'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', 
'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', 
'2005-08-12', 
'', 
1, 
0 ); 

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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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 (1) (tfm code 10084).', 
'US National Geospatial-Intelligence Agency (NGA); http://earth-info.nga.mil/GandG/', 
'OGP', 
'2008-03-14', 
'2007.043 2008.010', 
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 Geográfico Militar de la República Argentina, http://www.igm.gov.ar', 
'OGP', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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 transformation.', 
'OGP', 
'OGP', 
'2006-01-02', 
'', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2007-01-04', 
'2006.890', 
1, 
0 ); 

INSERT INTO epsg_coordoperation VALUES ( 15815, 
'Pico de la Nieves to WGS 84 (1)', 
'transformation', 
4728, 
4326, 
'DMA-Esp Canary', 
1, 
3199, 
'Militaryand 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', 
'2006-01-26', 
'', 
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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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, 
3186, 
'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', 
'2006-01-26', 
'', 
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', 
'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 Polynésie Française, Service de l''Urbanisme, Section topographie. Also www.shom.fr, technical report 002/199.', 
'OGP', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'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', 
'2006-02-03', 
'', 
1, 
0 ); 

