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 12:59:26 EST
 AH8299 ***********************************************************************
 AH8299  CORS        -  This is a GPS Continuously Operating Reference Station.
 AH8299  DESIGNATION -  REEDY POINT 2 CORS ARP
 AH8299  CORS_ID     -  RED2
 AH8299  PID         -  AH8299
 AH8299  STATE/COUNTY-  DE/NEW CASTLE
 AH8299  COUNTRY     -  US
 AH8299  USGS QUAD   -  DELAWARE CITY (2016)
 AH8299
 AH8299                         *CURRENT SURVEY CONTROL
 AH8299  ______________________________________________________________________
 AH8299* NAD 83(2011) POSITION- 39 33 42.03593(N) 075 34 11.82143(W)   ADJUSTED
 AH8299* NAD 83(2011) ELLIP HT-   -26.098 (meters)        (06/??/19)   ADJUSTED
 AH8299* NAD 83(2011) EPOCH   -  2010.00
 AH8299  ______________________________________________________________________
 AH8299  GEOID HEIGHT    -        -33.420 (meters)                     GEOID18
 AH8299  NAD 83(2011) X  -  1,227,007.121 (meters)                     COMP
 AH8299  NAD 83(2011) Y  - -4,768,493.311 (meters)                     COMP
 AH8299  NAD 83(2011) Z  -  4,040,568.397 (meters)                     COMP
 AH8299
 AH8299  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH8299  Standards:
 AH8299         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH8299            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH8299  -------------------------------------------------------------------
 AH8299  NETWORK    0.17   0.38           0.06   0.08   0.20     -0.07697900
 AH8299  -------------------------------------------------------------------
 AH8299
 AH8299.The coordinates were established by GPS observations
 AH8299.and adjusted by the National Geodetic Survey in June 2019.
 AH8299
 AH8299.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH8299.been affixed to the stable North American Tectonic Plate. 
 AH8299
 AH8299.The coordinates are valid at the epoch date displayed above
 AH8299.which is a decimal equivalence of Year/Month/Day.
 AH8299
 AH8299.Due to the release of the International GNSS Service (IGS) 2014
 AH8299.realization of the International Terrestrial Reference Frame of 2014
 AH8299.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AH8299.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AH8299.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AH8299.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AH8299.currently published epoch of 2010.00.
 AH8299
 AH8299.Additional information on MYCS2 is available at
 AH8299.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AH8299
 AH8299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH8299.GEOID18 height accuracy estimate available here.
 AH8299
 AH8299.The PID for the CORS L1 Phase Center is CQ6001.
 AH8299
 AH8299.Click photographs - Photos may exist for this station.
 AH8299
 AH8299.The XYZ, and position/ellipsoidal ht. are equivalent.
 AH8299
 AH8299.The ellipsoidal height was determined by GPS observations
 AH8299.and is referenced to NAD 83.
 AH8299
 AH8299. The following values were computed from the NAD 83(2011) position.
 AH8299
 AH8299;                    North         East     Units Scale Factor Converg.
 AH8299;SPC DE       -   173,374.139   186,827.265   MT  0.99999714   -0 05 51.5
 AH8299;SPC DE       -   568,811.65    612,949.12   sFT  0.99999714   -0 05 51.5
 AH8299;UTM  18      - 4,379,264.559   451,039.412   MT  0.99962951   -0 21 46.8
 AH8299
 AH8299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8299!SPC DE       -   1.00000409  x   0.99999714  =   1.00000123
 AH8299!UTM  18      -   1.00000409  x   0.99962951  =   0.99963360
 AH8299
 AH8299_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SVJ5103979264(NAD 83)
 AH8299
 AH8299                          SUPERSEDED SURVEY CONTROL
 AH8299
 AH8299  NAD 83(2011)-  39 33 42.03584(N)    075 34 11.82151(W) AD(2010.00) c
 AH8299  ELLIP H (08/??/11)  -26.092  (m)                       GP(2010.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03657(N)    075 34 11.82207(W) AD(2002.00) c
 AH8299  ELLIP H (05/??/02)  -26.089  (m)                       GP(2002.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03624(N)    075 34 11.82234(W) AD(2002.00) c
 AH8299  ELLIP H (03/??/02)  -26.099  (m)                       GP(2002.00) c c
 AH8299  NAD 83(CORS)-  39 33 42.03703(N)    075 34 11.82234(W) AD(1997.00) c
 AH8299  ELLIP H (03/??/99)  -26.078  (m)                       GP(1997.00) c c
 AH8299
 AH8299.Superseded values are not recommended for survey control.
 AH8299
 AH8299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8299.See file dsdata.pdf to determine how the superseded data were derived.
 AH8299
 AH8299_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AH8299
 AH8299                          STATION DESCRIPTION
 AH8299
 AH8299'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AH8299'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AH8299'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AH8299'ACCESSIBLE AT THE WORLDWIDE WEB.
 AH8299'https://geodesy.noaa.gov/CORS/data.shtml
 AH8299'https://geodesy.noaa.gov/CORS




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