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 19:33:37 EST
 DQ3903 ***********************************************************************
 DQ3903  CORS        -  This is a GPS Continuously Operating Reference Station.
 DQ3903  DESIGNATION -  RG23SANDNPCO2006 CORS ARP
 DQ3903  CORS_ID     -  RG23
 DQ3903  PID         -  DQ3903
 DQ3903  STATE/COUNTY-  CO/ALAMOSA
 DQ3903  COUNTRY     -  US
 DQ3903  USGS QUAD   -  MOSCA PASS (2019)
 DQ3903
 DQ3903                         *CURRENT SURVEY CONTROL
 DQ3903  ______________________________________________________________________
 DQ3903* NAD 83(2011) POSITION- 37 44 37.92225(N) 105 29 54.60911(W)   ADJUSTED
 DQ3903* NAD 83(2011) ELLIP HT-  2622.160 (meters)        (05/??/21)   ADJUSTED
 DQ3903* NAD 83(2011) EPOCH   -  2010.00
 DQ3903  ______________________________________________________________________
 DQ3903  GEOID HEIGHT    -        -15.490 (meters)                     GEOID18
 DQ3903  NAD 83(2011) X  - -1,349,949.134 (meters)                     COMP
 DQ3903  NAD 83(2011) Y  - -4,868,253.399 (meters)                     COMP
 DQ3903  NAD 83(2011) Z  -  3,884,607.510 (meters)                     COMP
 DQ3903
 DQ3903.Formal positional accuracy estimates are not available for this CORS
 DQ3903.because its coordinates were determined in part using modeled
 DQ3903.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DQ3903.and ellipsoid height can be obtained from the short-term time series.
 DQ3903.Additional information regarding modeled velocities is available on
 DQ3903.the CORS Coordinates for MYCS2 web page:
 DQ3903.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DQ3903
 DQ3903.The coordinates were established by GPS observations
 DQ3903.and adjusted by the National Geodetic Survey in May 2021.
 DQ3903
 DQ3903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ3903.been affixed to the stable North American Tectonic Plate. 
 DQ3903
 DQ3903.The coordinates are valid at the epoch date displayed above
 DQ3903.which is a decimal equivalence of Year/Month/Day.
 DQ3903
 DQ3903.Due to the release of the International GNSS Service (IGS) 2014
 DQ3903.realization of the International Terrestrial Reference Frame of 2014
 DQ3903.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DQ3903.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DQ3903.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DQ3903.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DQ3903.currently published epoch of 2010.00.
 DQ3903
 DQ3903.Additional information on MYCS2 is available at
 DQ3903.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DQ3903
 DQ3903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3903.GEOID18 height accuracy estimate available here.
 DQ3903
 DQ3903.The PID for the CORS L1 Phase Center is DR5989.
 DQ3903
 DQ3903.Click photographs - Photos may exist for this station.
 DQ3903
 DQ3903.The XYZ, and position/ellipsoidal ht. are equivalent.
 DQ3903
 DQ3903.The ellipsoidal height was determined by GPS observations
 DQ3903.and is referenced to NAD 83.
 DQ3903
 DQ3903. The following values were computed from the NAD 83(2011) position.
 DQ3903
 DQ3903;                    North         East     Units Scale Factor Converg.
 DQ3903;SPC CO S     -   424,352.316   914,533.804   MT  0.99994663   +0 00 03.3
 DQ3903;SPC CO S     - 1,392,229.22  3,000,432.99   sFT  0.99994663   +0 00 03.3
 DQ3903;UTM  13      - 4,177,514.139   456,080.883   MT  0.99962376   -0 18 18.6
 DQ3903
 DQ3903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ3903!SPC CO S     -   0.99958870  x   0.99994663  =   0.99953536
 DQ3903!UTM  13      -   0.99958870  x   0.99962376  =   0.99921262
 DQ3903
 DQ3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5608077514(NAD 83)
 DQ3903
 DQ3903                          SUPERSEDED SURVEY CONTROL
 DQ3903
 DQ3903  NAD 83(2011)-  37 44 37.92227(N)    105 29 54.60912(W) AD(2010.00) c
 DQ3903  ELLIP H (06/??/19) 2622.150  (m)                       GP(2010.00) c c
 DQ3903  NAD 83(2011)-  37 44 37.92252(N)    105 29 54.60902(W) AD(2010.00) c
 DQ3903  ELLIP H (10/??/16) 2622.152  (m)                       GP(2010.00) c c
 DQ3903
 DQ3903.Superseded values are not recommended for survey control.
 DQ3903
 DQ3903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ3903.See file dsdata.pdf to determine how the superseded data were derived.
 DQ3903
 DQ3903_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DQ3903
 DQ3903                          STATION DESCRIPTION
 DQ3903
 DQ3903'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
 DQ3903'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DQ3903'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DQ3903'ACCESSIBLE AT THE WORLDWIDE WEB.
 DQ3903'https://geodesy.noaa.gov/CORS/data.shtml
 DQ3903'https://geodesy.noaa.gov/CORS




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