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 16:09:18 EST
 DL1894 ***********************************************************************
 DL1894  HT_MOD      -  This is a Height Modernization Survey Station.
 DL1894  CORS        -  This is a GPS Continuously Operating Reference Station.
 DL1894  DESIGNATION -  WALNUT COVE CORS ARP
 DL1894  CORS_ID     -  NCWC
 DL1894  PID         -  DL1894
 DL1894  STATE/COUNTY-  NC/STOKES
 DL1894  COUNTRY     -  US
 DL1894  USGS QUAD   -  WALNUT COVE (2019)
 DL1894
 DL1894                         *CURRENT SURVEY CONTROL
 DL1894  ______________________________________________________________________
 DL1894* NAD 83(2011) POSITION- 36 22 19.68804(N) 080 11 05.62523(W)   ADJUSTED
 DL1894* NAD 83(2011) ELLIP HT-   276.341 (meters)        (05/??/20)   ADJUSTED
 DL1894* NAD 83(2011) EPOCH   -  2010.00
 DL1894* NAVD 88 ORTHO HEIGHT -   309.54  (meters)     1015.5   (feet) GPS OBS
 DL1894  ______________________________________________________________________
 DL1894  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DL1894  GEOID HEIGHT    -        -33.220 (meters)                     GEOID09
 DL1894  GEOID HEIGHT    -        -33.222 (meters)                     GEOID18
 DL1894  NAD 83(2011) X  -    876,525.931 (meters)                     COMP
 DL1894  NAD 83(2011) Y  - -5,066,580.339 (meters)                     COMP
 DL1894  NAD 83(2011) Z  -  3,761,683.297 (meters)                     COMP
 DL1894
 DL1894  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1894  Standards:
 DL1894         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1894            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1894  -------------------------------------------------------------------
 DL1894  NETWORK    0.12   0.30           0.04   0.06   0.15     -0.11952800
 DL1894  -------------------------------------------------------------------
 DL1894
 DL1894.The coordinates were established by GPS observations
 DL1894.and adjusted by the National Geodetic Survey in May 2020.
 DL1894
 DL1894.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1894.been affixed to the stable North American Tectonic Plate. 
 DL1894
 DL1894.The coordinates are valid at the epoch date displayed above
 DL1894.which is a decimal equivalence of Year/Month/Day.
 DL1894
 DL1894.Due to the release of the International GNSS Service (IGS) 2014
 DL1894.realization of the International Terrestrial Reference Frame of 2014
 DL1894.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DL1894.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DL1894.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DL1894.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DL1894.currently published epoch of 2010.00.
 DL1894
 DL1894.Additional information on MYCS2 is available at
 DL1894.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DL1894
 DL1894.The orthometric height was determined by GPS observations and a
 DL1894.high-resolution geoid model using precise GPS observation and
 DL1894.processing techniques.
 DL1894
 DL1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1894.GEOID18 height accuracy estimate available here.
 DL1894
 DL1894.The PID for the CORS L1 Phase Center is DQ6783.
 DL1894
 DL1894.Click photographs - Photos may exist for this station.
 DL1894
 DL1894.The XYZ, and position/ellipsoidal ht. are equivalent.
 DL1894
 DL1894.The ellipsoidal height was determined by GPS observations
 DL1894.and is referenced to NAD 83.
 DL1894
 DL1894. The following values were computed from the NAD 83(2011) position.
 DL1894
 DL1894;                    North         East     Units Scale Factor Converg.
 DL1894;SPC NC       -   291,528.705   503,266.556   MT  1.00006383   -0 41 02.0
 DL1894;SPC NC       -   956,457.09  1,651,133.69   sFT  1.00006383   -0 41 02.0
 DL1894;UTM  17      - 4,025,533.454   573,117.439   MT  0.99966587   +0 29 00.2
 DL1894
 DL1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1894!SPC NC       -   0.99995663  x   1.00006383  =   1.00002046
 DL1894!UTM  17      -   0.99995663  x   0.99966587  =   0.99962252
 DL1894
 DL1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SNA7311725533(NAD 83)
 DL1894
 DL1894                          SUPERSEDED SURVEY CONTROL
 DL1894
 DL1894  NAD 83(2011)-  36 22 19.68807(N)    080 11 05.62521(W) AD(2010.00) c
 DL1894  ELLIP H (06/??/19)  276.322  (m)                       GP(2010.00) c c
 DL1894  ELLIP H (06/27/12)  276.318  (m)                       GP(2010.00) 0 0
 DL1894  NAD 83(2011)-  36 22 19.68805(N)    080 11 05.62530(W) AD(2010.00) c
 DL1894  NAD 83(2011)-  36 22 19.68806(N)    080 11 05.62514(W) AD(2010.00) c
 DL1894  ELLIP H (08/??/11)  276.319  (m)                       GP(2010.00) c c
 DL1894  NAD 83(CORS)-  36 22 19.68833(N)    080 11 05.62559(W) AD(2002.00) c
 DL1894  ELLIP H (03/??/09)  276.330  (m)                       GP(2002.00) c c
 DL1894
 DL1894.Superseded values are not recommended for survey control.
 DL1894
 DL1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1894.See file dsdata.pdf to determine how the superseded data were derived.
 DL1894
 DL1894_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DL1894
 DL1894                          STATION DESCRIPTION
 DL1894
 DL1894'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
 DL1894'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DL1894'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DL1894'ACCESSIBLE AT THE WORLDWIDE WEB.
 DL1894'https://geodesy.noaa.gov/CORS/data.shtml
 DL1894'https://geodesy.noaa.gov/CORS




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