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 17, 2025 16:45:29 EST
DH3849 ***********************************************************************
DH3849 CORS - This is a GPS Continuously Operating Reference Station.
DH3849 DESIGNATION - PORTALESAP_NM2005 CORS ARP
DH3849 CORS_ID - P038
DH3849 PID - DH3849
DH3849 STATE/COUNTY- NM/ROOSEVELT
DH3849 COUNTRY - US
DH3849 USGS QUAD - BETHEL (2017)
DH3849
DH3849 *CURRENT SURVEY CONTROL
DH3849 ______________________________________________________________________
DH3849* NAD 83(2011) POSITION- 34 08 50.10071(N) 103 24 26.37967(W) ADJUSTED
DH3849* NAD 83(2011) ELLIP HT- 1214.025 (meters) (06/??/19) ADJUSTED
DH3849* NAD 83(2011) EPOCH - 2010.00
DH3849 ______________________________________________________________________
DH3849 GEOID HEIGHT - -22.831 (meters) GEOID18
DH3849 NAD 83(2011) X - -1,225,471.155 (meters) COMP
DH3849 NAD 83(2011) Y - -5,141,072.849 (meters) COMP
DH3849 NAD 83(2011) Z - 3,560,657.388 (meters) COMP
DH3849
DH3849 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH3849 Standards:
DH3849 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH3849 Horiz Ellip SD_N SD_E SD_h (unitless)
DH3849 -------------------------------------------------------------------
DH3849 NETWORK 0.15 0.35 0.05 0.07 0.18 0.19848000
DH3849 -------------------------------------------------------------------
DH3849
DH3849.The coordinates were established by GPS observations
DH3849.and adjusted by the National Geodetic Survey in June 2019.
DH3849
DH3849.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH3849.been affixed to the stable North American Tectonic Plate.
DH3849
DH3849.The coordinates are valid at the epoch date displayed above
DH3849.which is a decimal equivalence of Year/Month/Day.
DH3849
DH3849.Due to the release of the International GNSS Service (IGS) 2014
DH3849.realization of the International Terrestrial Reference Frame of 2014
DH3849.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH3849.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH3849.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH3849.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH3849.currently published epoch of 2010.00.
DH3849
DH3849.Additional information on MYCS2 is available at
DH3849.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH3849
DH3849.Significant digits in the geoid height do not necessarily reflect accuracy.
DH3849.GEOID18 height accuracy estimate available here.
DH3849
DH3849.The PID for the CORS L1 Phase Center is DR7681.
DH3849
DH3849.Click photographs - Photos may exist for this station.
DH3849
DH3849.The XYZ, and position/ellipsoidal ht. are equivalent.
DH3849
DH3849.The ellipsoidal height was determined by GPS observations
DH3849.and is referenced to NAD 83.
DH3849
DH3849. The following values were computed from the NAD 83(2011) position.
DH3849
DH3849; North East Units Scale Factor Converg.
DH3849;SPC NM E - 349,376.298 250,394.560 MT 0.99999895 +0 31 11.3
DH3849;SPC NM E - 1,146,245.40 821,502.82 sFT 0.99999895 +0 31 11.3
DH3849;UTM 13 - 3,779,628.694 646,832.616 MT 0.99986577 +0 53 39.0
DH3849
DH3849! - Elev Factor x Scale Factor = Combined Factor
DH3849!SPC NM E - 0.99980946 x 0.99999895 = 0.99980841
DH3849!UTM 13 - 0.99980946 x 0.99986577 = 0.99967525
DH3849
DH3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT4683279628(NAD 83)
DH3849
DH3849 SUPERSEDED SURVEY CONTROL
DH3849
DH3849 NAD 83(2011)- 34 08 50.10072(N) 103 24 26.37958(W) AD(2010.00) c
DH3849 ELLIP H (08/??/11) 1214.017 (m) GP(2010.00) c c
DH3849 NAD 83(CORS)- 34 08 50.10052(N) 103 24 26.37974(W) AD(2002.00) c
DH3849 ELLIP H (06/??/05) 1214.001 (m) GP(2002.00) c c
DH3849
DH3849.Superseded values are not recommended for survey control.
DH3849
DH3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH3849.See file dsdata.pdf to determine how the superseded data were derived.
DH3849
DH3849_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH3849
DH3849 STATION DESCRIPTION
DH3849
DH3849'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DH3849'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH3849'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH3849'ACCESSIBLE AT THE WORLDWIDE WEB.
DH3849'https://geodesy.noaa.gov/CORS/data.shtml
DH3849'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 16:45:29 EST
DH3851 ***********************************************************************
DH3851 CORS - This is a GPS Continuously Operating Reference Station.
DH3851 DESIGNATION - PORTALESAP_NM2005 CORS GRP
DH3851 CORS_ID - P038
DH3851 PID - DH3851
DH3851 STATE/COUNTY- NM/ROOSEVELT
DH3851 COUNTRY - US
DH3851 USGS QUAD - BETHEL (2017)
DH3851
DH3851 *CURRENT SURVEY CONTROL
DH3851 ______________________________________________________________________
DH3851* NAD 83(2011) POSITION- 34 08 50.10071(N) 103 24 26.37967(W) ADJUSTED
DH3851* NAD 83(2011) ELLIP HT- 1214.016 (meters) (06/??/19) ADJUSTED
DH3851* NAD 83(2011) EPOCH - 2010.00
DH3851 ______________________________________________________________________
DH3851 GEOID HEIGHT - -22.831 (meters) GEOID18
DH3851 NAD 83(2011) X - -1,225,471.154 (meters) COMP
DH3851 NAD 83(2011) Y - -5,141,072.842 (meters) COMP
DH3851 NAD 83(2011) Z - 3,560,657.383 (meters) COMP
DH3851 LAPLACE CORR - -0.13 (seconds) DEFLEC18
DH3851
DH3851 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH3851 Standards:
DH3851 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH3851 Horiz Ellip SD_N SD_E SD_h (unitless)
DH3851 -------------------------------------------------------------------
DH3851 NETWORK 0.15 0.35 0.05 0.07 0.18 0.19848000
DH3851 -------------------------------------------------------------------
DH3851
DH3851.The horizontal coordinates were established by GPS observations
DH3851.and adjusted by the National Geodetic Survey in June 2019.
DH3851
DH3851.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH3851.been affixed to the stable North American Tectonic Plate.
DH3851
DH3851.The horizontal coordinates are valid at the epoch date displayed above
DH3851.which is a decimal equivalence of Year/Month/Day.
DH3851
DH3851.Due to the release of the International GNSS Service (IGS) 2014
DH3851.realization of the International Terrestrial Reference Frame of 2014
DH3851.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH3851.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH3851.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH3851.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH3851.currently published epoch of 2010.00.
DH3851
DH3851.Additional information on MYCS2 is available at
DH3851.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH3851
DH3851.Significant digits in the geoid height do not necessarily reflect accuracy.
DH3851.GEOID18 height accuracy estimate available here.
DH3851
DH3851.Click photographs - Photos may exist for this station.
DH3851
DH3851.The XYZ, and position/ellipsoidal ht. are equivalent.
DH3851
DH3851.The Laplace correction was computed from DEFLEC18 derived deflections.
DH3851
DH3851.The ellipsoidal height was determined by GPS observations
DH3851.and is referenced to NAD 83.
DH3851
DH3851. The following values were computed from the NAD 83(2011) position.
DH3851
DH3851; North East Units Scale Factor Converg.
DH3851;SPC NM E - 349,376.298 250,394.560 MT 0.99999895 +0 31 11.3
DH3851;SPC NM E - 1,146,245.40 821,502.82 sFT 0.99999895 +0 31 11.3
DH3851;UTM 13 - 3,779,628.694 646,832.616 MT 0.99986577 +0 53 39.0
DH3851
DH3851! - Elev Factor x Scale Factor = Combined Factor
DH3851!SPC NM E - 0.99980946 x 0.99999895 = 0.99980841
DH3851!UTM 13 - 0.99980946 x 0.99986577 = 0.99967525
DH3851
DH3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT4683279628(NAD 83)
DH3851
DH3851 SUPERSEDED SURVEY CONTROL
DH3851
DH3851 NAD 83(2011)- 34 08 50.10072(N) 103 24 26.37958(W) AD(2010.00) A
DH3851 ELLIP H (08/??/11) 1214.008 (m) GP(2010.00) 4 1
DH3851 NAD 83(CORS)- 34 08 50.10052(N) 103 24 26.37974(W) AD(2002.00) A
DH3851 ELLIP H (06/??/05) 1213.993 (m) GP(2002.00) 4 1
DH3851
DH3851.Superseded values are not recommended for survey control.
DH3851
DH3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH3851.See file dsdata.pdf to determine how the superseded data were derived.
DH3851
DH3851_STAMPING: UNKNOWN
DH3851
DH3851 STATION DESCRIPTION
DH3851
DH3851'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P038'
DH3851'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DH3851'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DH3851'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DH3851' https://geodesy.noaa.gov/corsdata/coord/coord_14
DH3851' https://geodesy.noaa.gov/corsdata/station_log
DH3851' https://geodesy.noaa.gov/CORS
DH3851'RECOVERED AS DESCRIBED.
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