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 20:11:38 EST
 DP9063 ***********************************************************************
 DP9063  CORS        -  This is a GPS Continuously Operating Reference Station.
 DP9063  DESIGNATION -  SDPIERRE CORS ARP
 DP9063  CORS_ID     -  SDPI
 DP9063  PID         -  DP9063
 DP9063  STATE/COUNTY-  SD/HUGHES
 DP9063  COUNTRY     -  US
 DP9063  USGS QUAD   -  PIERRE NE (2017)
 DP9063
 DP9063                         *CURRENT SURVEY CONTROL
 DP9063  ______________________________________________________________________
 DP9063* NAD 83(2011) POSITION- 44 24 00.06315(N) 100 17 41.89958(W)   ADJUSTED
 DP9063* NAD 83(2011) ELLIP HT-   526.056 (meters)        (06/??/19)   ADJUSTED
 DP9063* NAD 83(2011) EPOCH   -  2010.00
 DP9063  ______________________________________________________________________
 DP9063  GEOID HEIGHT    -        -23.375 (meters)                     GEOID18
 DP9063  NAD 83(2011) X  -   -815,813.734 (meters)                     COMP
 DP9063  NAD 83(2011) Y  - -4,491,373.377 (meters)                     COMP
 DP9063  NAD 83(2011) Z  -  4,440,325.139 (meters)                     COMP
 DP9063
 DP9063.Formal positional accuracy estimates are not available for this CORS
 DP9063.because its coordinates were determined in part using modeled
 DP9063.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DP9063.and ellipsoid height can be obtained from the short-term time series.
 DP9063.Additional information regarding modeled velocities is available on
 DP9063.the CORS Coordinates for MYCS2 web page:
 DP9063.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DP9063
 DP9063.The coordinates were established by GPS observations
 DP9063.and adjusted by the National Geodetic Survey in June 2019.
 DP9063
 DP9063.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DP9063.been affixed to the stable North American Tectonic Plate. 
 DP9063
 DP9063.The coordinates are valid at the epoch date displayed above
 DP9063.which is a decimal equivalence of Year/Month/Day.
 DP9063
 DP9063.Due to the release of the International GNSS Service (IGS) 2014
 DP9063.realization of the International Terrestrial Reference Frame of 2014
 DP9063.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DP9063.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DP9063.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DP9063.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DP9063.currently published epoch of 2010.00.
 DP9063
 DP9063.Additional information on MYCS2 is available at
 DP9063.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DP9063
 DP9063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP9063.GEOID18 height accuracy estimate available here.
 DP9063
 DP9063.The PID for the CORS L1 Phase Center is DP9064.
 DP9063
 DP9063.Click photographs - Photos may exist for this station.
 DP9063
 DP9063.The XYZ, and position/ellipsoidal ht. are equivalent.
 DP9063
 DP9063.The ellipsoidal height was determined by GPS observations
 DP9063.and is referenced to NAD 83.
 DP9063
 DP9063. The following values were computed from the NAD 83(2011) position.
 DP9063
 DP9063;                    North         East     Units Scale Factor Converg.
 DP9063;SPC SD S     -   229,602.270   603,056.061   MT  1.00000000   +0 01 35.3
 DP9063;SPC SD S     -   753,286.78  1,978,526.43   sFT  1.00000000   +0 01 35.3
 DP9063;UTM  14      - 4,917,118.909   396,876.656   MT  0.99973078   -0 54 22.0
 DP9063
 DP9063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DP9063!SPC SD S     -   0.99991752  x   1.00000000  =   0.99991752
 DP9063!UTM  14      -   0.99991752  x   0.99973078  =   0.99964832
 DP9063
 DP9063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TLQ9687617118(NAD 83)
 DP9063
 DP9063                          SUPERSEDED SURVEY CONTROL
 DP9063
 DP9063  NAD 83(2011)-  44 24 00.06331(N)    100 17 41.89953(W) AD(2010.00) c
 DP9063  ELLIP H (09/??/15)  526.052  (m)                       GP(2010.00) c c
 DP9063
 DP9063.Superseded values are not recommended for survey control.
 DP9063
 DP9063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP9063.See file dsdata.pdf to determine how the superseded data were derived.
 DP9063
 DP9063_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DP9063
 DP9063                          STATION DESCRIPTION
 DP9063
 DP9063'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DP9063'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DP9063'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DP9063'ACCESSIBLE AT THE WORLDWIDE WEB.
 DP9063'https://geodesy.noaa.gov/CORS/data.shtml
 DP9063'https://geodesy.noaa.gov/CORS




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