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 14:23:33 EST
 DL3073 ***********************************************************************
 DL3073  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL3073  DESIGNATION -  MEMPHIS CORS ARP
 DL3073  CORS_ID     -  TXME
 DL3073  PID         -  DL3073
 DL3073  STATE/COUNTY-  TX/HALL
 DL3073  COUNTRY     -  US
 DL3073  USGS QUAD   -  MEMPHIS (2019)
 DL3073
 DL3073                         *CURRENT SURVEY CONTROL
 DL3073  ______________________________________________________________________
 DL3073* NAD 83(2011) POSITION- 34 43 26.02328(N) 100 31 45.68092(W)   ADJUSTED
 DL3073* NAD 83(2011) ELLIP HT-   601.116 (meters)        (06/??/19)   ADJUSTED
 DL3073* NAD 83(2011) EPOCH   -  2010.00
 DL3073  ______________________________________________________________________
 DL3073  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 DL3073  NAD 83(2011) X  -   -959,094.182 (meters)                     COMP
 DL3073  NAD 83(2011) Y  - -5,160,053.163 (meters)                     COMP
 DL3073  NAD 83(2011) Z  -  3,613,076.039 (meters)                     COMP
 DL3073
 DL3073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL3073  Standards:
 DL3073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL3073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL3073  -------------------------------------------------------------------
 DL3073  NETWORK    0.18   0.42           0.06   0.08   0.21      0.17922600
 DL3073  -------------------------------------------------------------------
 DL3073
 DL3073.The coordinates were established by GPS observations
 DL3073.and adjusted by the National Geodetic Survey in June 2019.
 DL3073
 DL3073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL3073.been affixed to the stable North American Tectonic Plate. 
 DL3073
 DL3073.The coordinates are valid at the epoch date displayed above
 DL3073.which is a decimal equivalence of Year/Month/Day.
 DL3073
 DL3073.Due to the release of the International GNSS Service (IGS) 2014
 DL3073.realization of the International Terrestrial Reference Frame of 2014
 DL3073.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL3073.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL3073.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL3073.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL3073.currently published epoch of 2010.00.
 DL3073
 DL3073.Additional information on MYCS2 is available at
 DL3073.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL3073
 DL3073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3073.GEOID18 height accuracy estimate available here.
 DL3073
 DL3073.The PID for the CORS L1 Phase Center is DS2814.
 DL3073
 DL3073.Click photographs - Photos may exist for this station.
 DL3073
 DL3073.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL3073
 DL3073.The ellipsoidal height was determined by GPS observations
 DL3073.and is referenced to NAD 83.
 DL3073
 DL3073. The following values were computed from the NAD 83(2011) position.
 DL3073
 DL3073;                    North         East     Units Scale Factor Converg.
 DL3073;SPC TX N     - 1,080,744.253   288,902.062   MT  0.99998369   +0 33 45.1
 DL3073;SPC TX N     - 3,545,741.77    947,839.52   sFT  0.99998369   +0 33 45.1
 DL3073;UTM  14      - 3,843,489.495   359,970.712   MT  0.99984168   -0 52 16.7
 DL3073
 DL3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL3073!SPC TX N     -   0.99990565  x   0.99998369  =   0.99988934
 DL3073!UTM  14      -   0.99990565  x   0.99984168  =   0.99974735
 DL3073
 DL3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 14SLD5997043489(NAD 83)
 DL3073
 DL3073                          SUPERSEDED SURVEY CONTROL
 DL3073
 DL3073  NAD 83(2011)-  34 43 26.02325(N)    100 31 45.68086(W) AD(2010.00) c
 DL3073  ELLIP H (08/??/11)  601.113  (m)                       GP(2010.00) c c
 DL3073  NAD 83(CORS)-  34 43 26.02295(N)    100 31 45.68155(W) AD(2002.00) c
 DL3073  ELLIP H (05/??/09)  601.148  (m)                       GP(2002.00) c c
 DL3073
 DL3073.Superseded values are not recommended for survey control.
 DL3073
 DL3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL3073.See file dsdata.pdf to determine how the superseded data were derived.
 DL3073
 DL3073_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL3073
 DL3073                          STATION DESCRIPTION
 DL3073
 DL3073'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DL3073'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL3073'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL3073'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL3073'https://geodesy.noaa.gov/CORS/data.shtml
 DL3073'https://geodesy.noaa.gov/CORS




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