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 20, 2025 01:50:27 EST
 DG7016 ***********************************************************************
 DG7016  HT_MOD      -  This is a Height Modernization Survey Station.
 DG7016  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7016  DESIGNATION -  ASHEBORO CORS ARP
 DG7016  CORS_ID     -  NCAS
 DG7016  PID         -  DG7016
 DG7016  STATE/COUNTY-  NC/RANDOLPH
 DG7016  COUNTRY     -  US
 DG7016  USGS QUAD   -  ASHEBORO (2019)
 DG7016
 DG7016                         *CURRENT SURVEY CONTROL
 DG7016  ______________________________________________________________________
 DG7016* NAD 83(2011) POSITION- 35 37 49.45688(N) 079 45 53.60100(W)   ADJUSTED
 DG7016* NAD 83(2011) ELLIP HT-   211.019 (meters)        (06/??/19)   ADJUSTED
 DG7016* NAD 83(2011) EPOCH   -  2010.00
 DG7016* NAVD 88 ORTHO HEIGHT -   241.42  (meters)      792.1   (feet) GPS OBS
 DG7016  ______________________________________________________________________
 DG7016  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG7016  GEOID HEIGHT    -        -30.383 (meters)                     GEOID03
 DG7016  GEOID HEIGHT    -        -30.413 (meters)                     GEOID18
 DG7016  NAD 83(2011) X  -    922,229.541 (meters)                     COMP
 DG7016  NAD 83(2011) Y  - -5,107,575.784 (meters)                     COMP
 DG7016  NAD 83(2011) Z  -  3,695,060.388 (meters)                     COMP
 DG7016
 DG7016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG7016  Standards:
 DG7016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG7016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG7016  -------------------------------------------------------------------
 DG7016  NETWORK    0.12   0.38           0.05   0.04   0.20      0.03509600
 DG7016  -------------------------------------------------------------------
 DG7016
 DG7016.The coordinates were established by GPS observations
 DG7016.and adjusted by the National Geodetic Survey in June 2019.
 DG7016
 DG7016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG7016.been affixed to the stable North American Tectonic Plate. 
 DG7016
 DG7016.The coordinates are valid at the epoch date displayed above
 DG7016.which is a decimal equivalence of Year/Month/Day.
 DG7016
 DG7016.Due to the release of the International GNSS Service (IGS) 2014
 DG7016.realization of the International Terrestrial Reference Frame of 2014
 DG7016.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DG7016.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DG7016.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DG7016.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DG7016.currently published epoch of 2010.00.
 DG7016
 DG7016.Additional information on MYCS2 is available at
 DG7016.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DG7016
 DG7016.The orthometric height was determined by GPS observations and a
 DG7016.high-resolution geoid model using precise GPS observation and
 DG7016.processing techniques.
 DG7016
 DG7016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7016.GEOID18 height accuracy estimate available here.
 DG7016
 DG7016.The PID for the CORS L1 Phase Center is DG7017.
 DG7016
 DG7016.Click photographs - Photos may exist for this station.
 DG7016
 DG7016.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7016
 DG7016.The ellipsoidal height was determined by GPS observations
 DG7016.and is referenced to NAD 83.
 DG7016
 DG7016. The following values were computed from the NAD 83(2011) position.
 DG7016
 DG7016;                    North         East     Units Scale Factor Converg.
 DG7016;SPC NC       -   208,862.124   540,323.639   MT  0.99989436   -0 26 29.3
 DG7016;SPC NC       -   685,241.82  1,772,711.81   sFT  0.99989436   -0 26 29.3
 DG7016;UTM  17      - 3,943,658.485   611,837.503   MT  0.99975413   +0 43 10.5
 DG7016
 DG7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7016!SPC NC       -   0.99996688  x   0.99989436  =   0.99986124
 DG7016!UTM  17      -   0.99996688  x   0.99975413  =   0.99972102
 DG7016
 DG7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV1183743658(NAD 83)
 DG7016
 DG7016                          SUPERSEDED SURVEY CONTROL
 DG7016
 DG7016  ELLIP H (06/27/12)  211.015  (m)                       GP(2010.00) 0 0
 DG7016  NAD 83(2011)-  35 37 49.45686(N)    079 45 53.60113(W) AD(2010.00) c
 DG7016  NAD 83(2011)-  35 37 49.45686(N)    079 45 53.60093(W) AD(2010.00) c
 DG7016  ELLIP H (08/??/11)  211.018  (m)                       GP(2010.00) c c
 DG7016  NAD 83(CORS)-  35 37 49.45695(N)    079 45 53.60154(W) AD(2002.00) c
 DG7016  ELLIP H (09/??/04)  211.031  (m)                       GP(2002.00) c c
 DG7016
 DG7016.Superseded values are not recommended for survey control.
 DG7016
 DG7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7016.See file dsdata.pdf to determine how the superseded data were derived.
 DG7016
 DG7016_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7016
 DG7016                          STATION DESCRIPTION
 DG7016
 DG7016'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DG7016'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DG7016'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DG7016'ACCESSIBLE AT THE WORLDWIDE WEB.
 DG7016'https://geodesy.noaa.gov/CORS/data.shtml
 DG7016'https://geodesy.noaa.gov/CORS




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