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 05:14:12 EST
DI2266 ***********************************************************************
DI2266 CORS - This is a GPS Continuously Operating Reference Station.
DI2266 DESIGNATION - GRANTS____NM2006 CORS ARP
DI2266 CORS_ID - P107
DI2266 PID - DI2266
DI2266 STATE/COUNTY- NM/CIBOLA
DI2266 COUNTRY - US
DI2266 USGS QUAD - MILAN (2017)
DI2266
DI2266 *CURRENT SURVEY CONTROL
DI2266 ______________________________________________________________________
DI2266* NAD 83(2011) POSITION- 35 07 55.83258(N) 107 52 48.02925(W) ADJUSTED
DI2266* NAD 83(2011) ELLIP HT- 1992.598 (meters) (06/??/19) ADJUSTED
DI2266* NAD 83(2011) EPOCH - 2010.00
DI2266 ______________________________________________________________________
DI2266 GEOID HEIGHT - -20.548 (meters) GEOID18
DI2266 NAD 83(2011) X - -1,603,783.273 (meters) COMP
DI2266 NAD 83(2011) Y - -4,971,338.667 (meters) COMP
DI2266 NAD 83(2011) Z - 3,651,015.757 (meters) COMP
DI2266
DI2266 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI2266 Standards:
DI2266 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI2266 Horiz Ellip SD_N SD_E SD_h (unitless)
DI2266 -------------------------------------------------------------------
DI2266 NETWORK 0.55 1.74 0.24 0.21 0.89 0.06131500
DI2266 -------------------------------------------------------------------
DI2266
DI2266.The coordinates were established by GPS observations
DI2266.and adjusted by the National Geodetic Survey in June 2019.
DI2266
DI2266.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI2266.been affixed to the stable North American Tectonic Plate.
DI2266
DI2266.The coordinates are valid at the epoch date displayed above
DI2266.which is a decimal equivalence of Year/Month/Day.
DI2266
DI2266.Due to the release of the International GNSS Service (IGS) 2014
DI2266.realization of the International Terrestrial Reference Frame of 2014
DI2266.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DI2266.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DI2266.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DI2266.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DI2266.currently published epoch of 2010.00.
DI2266
DI2266.Additional information on MYCS2 is available at
DI2266.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DI2266
DI2266.Significant digits in the geoid height do not necessarily reflect accuracy.
DI2266.GEOID18 height accuracy estimate available here.
DI2266
DI2266.The PID for the CORS L1 Phase Center is DR1498.
DI2266
DI2266.Click photographs - Photos may exist for this station.
DI2266
DI2266.The XYZ, and position/ellipsoidal ht. are equivalent.
DI2266
DI2266.The ellipsoidal height was determined by GPS observations
DI2266.and is referenced to NAD 83.
DI2266
DI2266. The following values were computed from the NAD 83(2011) position.
DI2266
DI2266; North East Units Scale Factor Converg.
DI2266;SPC NM W - 458,245.195 825,746.361 MT 0.99991689 -0 01 36.7
DI2266;SPC NM W - 1,503,426.11 2,709,136.19 sFT 0.99991689 -0 01 36.7
DI2266;UTM 13 - 3,891,498.284 237,580.175 MT 1.00044879 -1 39 29.8
DI2266
DI2266! - Elev Factor x Scale Factor = Combined Factor
DI2266!SPC NM W - 0.99968733 x 0.99991689 = 0.99960425
DI2266!UTM 13 - 0.99968733 x 1.00044879 = 1.00013598
DI2266
DI2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3758091498(NAD 83)
DI2266
DI2266 SUPERSEDED SURVEY CONTROL
DI2266
DI2266 NAD 83(2011)- 35 07 55.83261(N) 107 52 48.02919(W) AD(2010.00) c
DI2266 ELLIP H (08/??/11) 1992.591 (m) GP(2010.00) c c
DI2266 NAD 83(CORS)- 35 07 55.83248(N) 107 52 48.02909(W) AD(2002.00) c
DI2266 ELLIP H (11/??/06) 1992.590 (m) GP(2002.00) c c
DI2266
DI2266.Superseded values are not recommended for survey control.
DI2266
DI2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI2266.See file dsdata.pdf to determine how the superseded data were derived.
DI2266
DI2266_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DI2266
DI2266 STATION DESCRIPTION
DI2266
DI2266'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DI2266'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DI2266'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DI2266'ACCESSIBLE AT THE WORLDWIDE WEB.
DI2266'https://geodesy.noaa.gov/CORS/data.shtml
DI2266'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 05:14:12 EST
DI2268 ***********************************************************************
DI2268 CORS - This is a GPS Continuously Operating Reference Station.
DI2268 DESIGNATION - GRANTS____NM2006 CORS GRP
DI2268 CORS_ID - P107
DI2268 PID - DI2268
DI2268 STATE/COUNTY- NM/CIBOLA
DI2268 COUNTRY - US
DI2268 USGS QUAD - MILAN (2017)
DI2268
DI2268 *CURRENT SURVEY CONTROL
DI2268 ______________________________________________________________________
DI2268* NAD 83(2011) POSITION- 35 07 55.83258(N) 107 52 48.02925(W) ADJUSTED
DI2268* NAD 83(2011) ELLIP HT- 1992.590 (meters) (06/??/19) ADJUSTED
DI2268* NAD 83(2011) EPOCH - 2010.00
DI2268 ______________________________________________________________________
DI2268 GEOID HEIGHT - -20.548 (meters) GEOID18
DI2268 NAD 83(2011) X - -1,603,783.271 (meters) COMP
DI2268 NAD 83(2011) Y - -4,971,338.661 (meters) COMP
DI2268 NAD 83(2011) Z - 3,651,015.752 (meters) COMP
DI2268 LAPLACE CORR - -3.47 (seconds) DEFLEC18
DI2268
DI2268 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI2268 Standards:
DI2268 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI2268 Horiz Ellip SD_N SD_E SD_h (unitless)
DI2268 -------------------------------------------------------------------
DI2268 NETWORK 0.55 1.74 0.24 0.21 0.89 0.06131500
DI2268 -------------------------------------------------------------------
DI2268
DI2268.The horizontal coordinates were established by GPS observations
DI2268.and adjusted by the National Geodetic Survey in June 2019.
DI2268
DI2268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI2268.been affixed to the stable North American Tectonic Plate.
DI2268
DI2268.The horizontal coordinates are valid at the epoch date displayed above
DI2268.which is a decimal equivalence of Year/Month/Day.
DI2268
DI2268.Due to the release of the International GNSS Service (IGS) 2014
DI2268.realization of the International Terrestrial Reference Frame of 2014
DI2268.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DI2268.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DI2268.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DI2268.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DI2268.currently published epoch of 2010.00.
DI2268
DI2268.Additional information on MYCS2 is available at
DI2268.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DI2268
DI2268.Significant digits in the geoid height do not necessarily reflect accuracy.
DI2268.GEOID18 height accuracy estimate available here.
DI2268
DI2268.Click photographs - Photos may exist for this station.
DI2268
DI2268.The XYZ, and position/ellipsoidal ht. are equivalent.
DI2268
DI2268.The Laplace correction was computed from DEFLEC18 derived deflections.
DI2268
DI2268.The ellipsoidal height was determined by GPS observations
DI2268.and is referenced to NAD 83.
DI2268
DI2268. The following values were computed from the NAD 83(2011) position.
DI2268
DI2268; North East Units Scale Factor Converg.
DI2268;SPC NM W - 458,245.195 825,746.361 MT 0.99991689 -0 01 36.7
DI2268;SPC NM W - 1,503,426.11 2,709,136.19 sFT 0.99991689 -0 01 36.7
DI2268;UTM 13 - 3,891,498.284 237,580.175 MT 1.00044879 -1 39 29.8
DI2268
DI2268! - Elev Factor x Scale Factor = Combined Factor
DI2268!SPC NM W - 0.99968733 x 0.99991689 = 0.99960425
DI2268!UTM 13 - 0.99968733 x 1.00044879 = 1.00013598
DI2268
DI2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3758091498(NAD 83)
DI2268
DI2268 SUPERSEDED SURVEY CONTROL
DI2268
DI2268 NAD 83(2011)- 35 07 55.83261(N) 107 52 48.02919(W) AD(2010.00) A
DI2268 ELLIP H (08/??/11) 1992.582 (m) GP(2010.00) 4 1
DI2268 NAD 83(CORS)- 35 07 55.83248(N) 107 52 48.02909(W) AD(2002.00) A
DI2268 ELLIP H (11/??/06) 1992.582 (m) GP(2002.00) 4 1
DI2268
DI2268.Superseded values are not recommended for survey control.
DI2268
DI2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI2268.See file dsdata.pdf to determine how the superseded data were derived.
DI2268
DI2268_STAMPING: UNKNOWN
DI2268
DI2268 HISTORY - Date Condition Report By
DI2268 HISTORY - UNK MONUMENTED UNAVPB
DI2268
DI2268 STATION DESCRIPTION
DI2268
DI2268'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P107'
DI2268'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DI2268'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DI2268'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DI2268' https://geodesy.noaa.gov/corsdata/coord/coord_14
DI2268' https://geodesy.noaa.gov/corsdata/station_log
DI2268' https://geodesy.noaa.gov/CORS
DI2268'RECOVERED AS DESCRIBED.
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