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 16:45:40 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




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