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 19, 2025 18:11:47 EST
 AJ4434 ***********************************************************************
 AJ4434  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ4434  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ4434  DESIGNATION -  GREENVILLE TECHNI CORS ARP
 AJ4434  CORS_ID     -  GVLT
 AJ4434  PID         -  AJ4434
 AJ4434  STATE/COUNTY-  SC/GREENVILLE
 AJ4434  COUNTRY     -  US
 AJ4434  USGS QUAD   -  MAULDIN (2017)
 AJ4434
 AJ4434                         *CURRENT SURVEY CONTROL
 AJ4434  ______________________________________________________________________
 AJ4434* NAD 83(2011) POSITION- 34 49 46.94086(N) 082 22 15.37188(W)   ADJUSTED
 AJ4434* NAD 83(2011) ELLIP HT-   250.220 (meters)        (06/??/19)   ADJUSTED
 AJ4434* NAD 83(2011) EPOCH   -  2010.00
 AJ4434* NAVD 88 ORTHO HEIGHT -   281.39  (meters)      923.2   (feet) GPS OBS
 AJ4434  ______________________________________________________________________
 AJ4434  NAVD 88 orthometric height was determined with geoid model    GEOID09
 AJ4434  GEOID HEIGHT    -        -31.148 (meters)                     GEOID09
 AJ4434  GEOID HEIGHT    -        -31.161 (meters)                     GEOID18
 AJ4434  NAD 83(2011) X  -    695,849.932 (meters)                     COMP
 AJ4434  NAD 83(2011) Y  - -5,195,049.813 (meters)                     COMP
 AJ4434  NAD 83(2011) Z  -  3,622,518.096 (meters)                     COMP
 AJ4434
 AJ4434  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ4434  Standards:
 AJ4434         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ4434            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ4434  -------------------------------------------------------------------
 AJ4434  NETWORK    0.18   0.47           0.06   0.08   0.24      0.02157300
 AJ4434  -------------------------------------------------------------------
 AJ4434
 AJ4434.The coordinates were established by GPS observations
 AJ4434.and adjusted by the National Geodetic Survey in June 2019.
 AJ4434
 AJ4434.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ4434.been affixed to the stable North American Tectonic Plate. 
 AJ4434
 AJ4434.The coordinates are valid at the epoch date displayed above
 AJ4434.which is a decimal equivalence of Year/Month/Day.
 AJ4434
 AJ4434.Due to the release of the International GNSS Service (IGS) 2014
 AJ4434.realization of the International Terrestrial Reference Frame of 2014
 AJ4434.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ4434.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ4434.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ4434.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ4434.currently published epoch of 2010.00.
 AJ4434
 AJ4434.Additional information on MYCS2 is available at
 AJ4434.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ4434
 AJ4434.The orthometric height was determined by GPS observations and a
 AJ4434.high-resolution geoid model using precise GPS observation and
 AJ4434.processing techniques.
 AJ4434
 AJ4434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4434.GEOID18 height accuracy estimate available here.
 AJ4434
 AJ4434.The PID for the CORS L1 Phase Center is DI3729.
 AJ4434
 AJ4434.Click photographs - Photos may exist for this station.
 AJ4434
 AJ4434.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ4434
 AJ4434.The ellipsoidal height was determined by GPS observations
 AJ4434.and is referenced to NAD 83.
 AJ4434
 AJ4434. The following values were computed from the NAD 83(2011) position.
 AJ4434
 AJ4434;                    North         East     Units Scale Factor Converg.
 AJ4434;SPC SC       -   333,135.581   484,194.813   MT  0.99999871   -0 45 36.2
 AJ4434;SPC SC       - 1,092,964.50  1,588,565.66   iFT  0.99999871   -0 45 36.2
 AJ4434;UTM  17      - 3,855,015.043   374,636.944   MT  0.99979370   -0 46 59.2
 AJ4434
 AJ4434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4434!SPC SC       -   0.99996072  x   0.99999871  =   0.99995943
 AJ4434!UTM  17      -   0.99996072  x   0.99979370  =   0.99975443
 AJ4434
 AJ4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU7463655015(NAD 83)
 AJ4434
 AJ4434                          SUPERSEDED SURVEY CONTROL
 AJ4434
 AJ4434  ELLIP H (06/27/12)  250.224  (m)                       GP(2010.00) 0 0
 AJ4434  NAD 83(2011)-  34 49 46.94084(N)    082 22 15.37175(W) AD(2010.00) c
 AJ4434  NAD 83(2011)-  34 49 46.94083(N)    082 22 15.37183(W) AD(2010.00) c
 AJ4434  ELLIP H (08/??/11)  250.215  (m)                       GP(2010.00) c c
 AJ4434  ELLIP H (02/10/07)  250.223  (m)                       GP(2002.00)    
 AJ4434  NAD 83(2007)-  34 49 46.94102(N)    082 22 15.37249(W) AD(2002.00) c
 AJ4434  NAD 83(CORS)-  34 49 46.94102(N)    082 22 15.37249(W) AD(2002.00) c
 AJ4434  ELLIP H (03/??/02)  250.223  (m)                       GP(2002.00) c c
 AJ4434  NAD 83(CORS)-  34 49 46.94094(N)    082 22 15.37248(W) AD(1997.00) c
 AJ4434  ELLIP H (07/??/01)  250.221  (m)                       GP(1997.00) c c
 AJ4434
 AJ4434.Superseded values are not recommended for survey control.
 AJ4434
 AJ4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4434.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4434
 AJ4434_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ4434
 AJ4434                          STATION DESCRIPTION
 AJ4434
 AJ4434'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ4434'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ4434'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ4434'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ4434'https://geodesy.noaa.gov/CORS/data.shtml
 AJ4434'https://geodesy.noaa.gov/CORS




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