The NGS Data Sheet
See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 16:48:42 EST
DI2263 ***********************************************************************
DI2263 CORS - This is a GPS Continuously Operating Reference Station.
DI2263 DESIGNATION - GLENDIVEWTMT2006 CORS ARP
DI2263 CORS_ID - P055
DI2263 PID - DI2263
DI2263 STATE/COUNTY- MT/DAWSON
DI2263 COUNTRY - US
DI2263 USGS QUAD - GLENDIVE (2017)
DI2263
DI2263 *CURRENT SURVEY CONTROL
DI2263 ______________________________________________________________________
DI2263* NAD 83(2011) POSITION- 47 07 00.14491(N) 104 41 06.39476(W) ADJUSTED
DI2263* NAD 83(2011) ELLIP HT- 668.450 (meters) (07/??/20) ADJUSTED
DI2263* NAD 83(2011) EPOCH - 2010.00
DI2263 ______________________________________________________________________
DI2263 GEOID HEIGHT - -16.433 (meters) GEOID18
DI2263 NAD 83(2011) X - -1,102,409.924 (meters) COMP
DI2263 NAD 83(2011) Y - -4,206,590.343 (meters) COMP
DI2263 NAD 83(2011) Z - 4,651,093.534 (meters) COMP
DI2263
DI2263 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI2263 Standards:
DI2263 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI2263 Horiz Ellip SD_N SD_E SD_h (unitless)
DI2263 -------------------------------------------------------------------
DI2263 NETWORK 0.14 0.27 0.04 0.07 0.14 0.31118200
DI2263 -------------------------------------------------------------------
DI2263
DI2263.The coordinates were established by GPS observations
DI2263.and adjusted by the National Geodetic Survey in July 2020.
DI2263
DI2263.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI2263.been affixed to the stable North American Tectonic Plate.
DI2263
DI2263.The coordinates are valid at the epoch date displayed above
DI2263.which is a decimal equivalence of Year/Month/Day.
DI2263
DI2263.Due to the release of the International GNSS Service (IGS) 2014
DI2263.realization of the International Terrestrial Reference Frame of 2014
DI2263.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DI2263.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DI2263.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DI2263.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DI2263.currently published epoch of 2010.00.
DI2263
DI2263.Additional information on MYCS2 is available at
DI2263.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DI2263
DI2263.Significant digits in the geoid height do not necessarily reflect accuracy.
DI2263.GEOID18 height accuracy estimate available here.
DI2263
DI2263.The PID for the CORS L1 Phase Center is DQ7759.
DI2263
DI2263.Click photographs - Photos may exist for this station.
DI2263
DI2263.The XYZ, and position/ellipsoidal ht. are equivalent.
DI2263
DI2263.The ellipsoidal height was determined by GPS observations
DI2263.and is referenced to NAD 83.
DI2263
DI2263. The following values were computed from the NAD 83(2011) position.
DI2263
DI2263; North East Units Scale Factor Converg.
DI2263;SPC MT - 329,764.853 964,951.839 MT 0.99939428 +3 31 19.6
DI2263;SPC MT - 1,081,905.69 3,165,852.49 iFT 0.99939428 +3 31 19.6
DI2263;UTM 13 - 5,218,181.558 523,887.532 MT 0.99960701 +0 13 50.6
DI2263
DI2263! - Elev Factor x Scale Factor = Combined Factor
DI2263!SPC MT - 0.99989523 x 0.99939428 = 0.99928958
DI2263!UTM 13 - 0.99989523 x 0.99960701 = 0.99950228
DI2263
DI2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN2388718181(NAD 83)
DI2263
DI2263 SUPERSEDED SURVEY CONTROL
DI2263
DI2263 NAD 83(2011)- 47 07 00.14508(N) 104 41 06.39475(W) AD(2010.00) c
DI2263 ELLIP H (06/??/19) 668.451 (m) GP(2010.00) c c
DI2263 ELLIP H (06/27/12) 668.441 (m) GP(2010.00) 0 0
DI2263 NAD 83(2011)- 47 07 00.14508(N) 104 41 06.39429(W) AD(2010.00) c
DI2263 NAD 83(2011)- 47 07 00.14492(N) 104 41 06.39447(W) AD(2010.00) c
DI2263 ELLIP H (08/??/11) 668.454 (m) GP(2010.00) c c
DI2263 NAD 83(CORS)- 47 07 00.14493(N) 104 41 06.39462(W) AD(2002.00) c
DI2263 ELLIP H (11/??/06) 668.458 (m) GP(2002.00) c c
DI2263
DI2263.Superseded values are not recommended for survey control.
DI2263
DI2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI2263.See file dsdata.pdf to determine how the superseded data were derived.
DI2263
DI2263_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DI2263
DI2263 STATION DESCRIPTION
DI2263
DI2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
DI2263'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DI2263'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DI2263'ACCESSIBLE AT THE WORLDWIDE WEB.
DI2263'https://geodesy.noaa.gov/CORS/data.shtml
DI2263'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 16:48:42 EST
DI2265 ***********************************************************************
DI2265 CORS - This is a GPS Continuously Operating Reference Station.
DI2265 DESIGNATION - GLENDIVEWTMT2006 CORS GRP
DI2265 CORS_ID - P055
DI2265 PID - DI2265
DI2265 STATE/COUNTY- MT/DAWSON
DI2265 COUNTRY - US
DI2265 USGS QUAD - GLENDIVE (2017)
DI2265
DI2265 *CURRENT SURVEY CONTROL
DI2265 ______________________________________________________________________
DI2265* NAD 83(2011) POSITION- 47 07 00.14491(N) 104 41 06.39476(W) ADJUSTED
DI2265* NAD 83(2011) ELLIP HT- 668.441 (meters) (07/??/20) ADJUSTED
DI2265* NAD 83(2011) EPOCH - 2010.00
DI2265* NAVD 88 ORTHO HEIGHT - 684.9 (meters) 2247. (feet) GPS OBS
DI2265 ______________________________________________________________________
DI2265 NAVD 88 orthometric height was determined with geoid model GEOID03
DI2265 GEOID HEIGHT - -16.390 (meters) GEOID03
DI2265 GEOID HEIGHT - -16.433 (meters) GEOID18
DI2265 NAD 83(2011) X - -1,102,409.922 (meters) COMP
DI2265 NAD 83(2011) Y - -4,206,590.338 (meters) COMP
DI2265 NAD 83(2011) Z - 4,651,093.528 (meters) COMP
DI2265 LAPLACE CORR - 2.80 (seconds) DEFLEC18
DI2265
DI2265 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI2265 Standards:
DI2265 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI2265 Horiz Ellip SD_N SD_E SD_h (unitless)
DI2265 -------------------------------------------------------------------
DI2265 NETWORK 0.14 0.27 0.04 0.07 0.14 0.31118200
DI2265 -------------------------------------------------------------------
DI2265
DI2265.The horizontal coordinates were established by GPS observations
DI2265.and adjusted by the National Geodetic Survey in July 2020.
DI2265
DI2265.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI2265.been affixed to the stable North American Tectonic Plate.
DI2265
DI2265.The horizontal coordinates are valid at the epoch date displayed above
DI2265.which is a decimal equivalence of Year/Month/Day.
DI2265
DI2265.Due to the release of the International GNSS Service (IGS) 2014
DI2265.realization of the International Terrestrial Reference Frame of 2014
DI2265.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DI2265.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DI2265.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DI2265.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DI2265.currently published epoch of 2010.00.
DI2265
DI2265.Additional information on MYCS2 is available at
DI2265.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DI2265
DI2265.The orthometric height was determined by GPS observations and a
DI2265.high-resolution geoid model.
DI2265
DI2265.Significant digits in the geoid height do not necessarily reflect accuracy.
DI2265.GEOID18 height accuracy estimate available here.
DI2265
DI2265.Click photographs - Photos may exist for this station.
DI2265
DI2265.The XYZ, and position/ellipsoidal ht. are equivalent.
DI2265
DI2265.The Laplace correction was computed from DEFLEC18 derived deflections.
DI2265
DI2265.The ellipsoidal height was determined by GPS observations
DI2265.and is referenced to NAD 83.
DI2265
DI2265. The following values were computed from the NAD 83(2011) position.
DI2265
DI2265; North East Units Scale Factor Converg.
DI2265;SPC MT - 329,764.853 964,951.839 MT 0.99939428 +3 31 19.6
DI2265;SPC MT - 1,081,905.69 3,165,852.49 iFT 0.99939428 +3 31 19.6
DI2265;UTM 13 - 5,218,181.558 523,887.532 MT 0.99960701 +0 13 50.6
DI2265
DI2265! - Elev Factor x Scale Factor = Combined Factor
DI2265!SPC MT - 0.99989523 x 0.99939428 = 0.99928958
DI2265!UTM 13 - 0.99989523 x 0.99960701 = 0.99950229
DI2265
DI2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEN2388718181(NAD 83)
DI2265
DI2265 SUPERSEDED SURVEY CONTROL
DI2265
DI2265 NAD 83(2011)- 47 07 00.14508(N) 104 41 06.39475(W) AD(2010.00) A
DI2265 ELLIP H (06/??/19) 668.443 (m) GP(2010.00) 4 1
DI2265 NAD 83(2011)- 47 07 00.14492(N) 104 41 06.39447(W) AD(2010.00) A
DI2265 ELLIP H (08/??/11) 668.445 (m) GP(2010.00) 4 1
DI2265 NAD 83(CORS)- 47 07 00.14493(N) 104 41 06.39462(W) AD(2002.00) A
DI2265 ELLIP H (11/??/06) 668.450 (m) GP(2002.00) 4 1
DI2265
DI2265.Superseded values are not recommended for survey control.
DI2265
DI2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI2265.See file dsdata.pdf to determine how the superseded data were derived.
DI2265
DI2265_STAMPING: UNKNOWN
DI2265
DI2265 STATION DESCRIPTION
DI2265
DI2265'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P055'
DI2265'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DI2265'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DI2265'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DI2265' https://geodesy.noaa.gov/corsdata/coord/coord_14
DI2265' https://geodesy.noaa.gov/corsdata/station_log
DI2265' https://geodesy.noaa.gov/CORS
DI2265'RECOVERED AS DESCRIBED.
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