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 14:53:10 EST
 AJ2915 ***********************************************************************
 AJ2915  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ2915  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ2915  DESIGNATION -  WASHINGTON CORS ARP
 AJ2915  CORS_ID     -  WASR
 AJ2915  PID         -  AJ2915
 AJ2915  STATE/COUNTY-  NC/BEAUFORT
 AJ2915  COUNTRY     -  US
 AJ2915  USGS QUAD   -  WASHINGTON (2019)
 AJ2915
 AJ2915                         *CURRENT SURVEY CONTROL
 AJ2915  ______________________________________________________________________
 AJ2915* NAD 83(2011) POSITION- 35 33 34.80250(N) 077 03 31.54255(W)   ADJUSTED
 AJ2915* NAD 83(2011) ELLIP HT-   -25.319 (meters)        (06/??/19)   ADJUSTED
 AJ2915* NAD 83(2011) EPOCH   -  2010.00
 AJ2915* NAVD 88 ORTHO HEIGHT -    11.26  (meters)       36.9   (feet) GPS OBS
 AJ2915  ______________________________________________________________________
 AJ2915  NAVD 88 orthometric height was determined with an earlier geoid model
 AJ2915  GEOID HEIGHT    -        -36.615 (meters)                     GEOID18
 AJ2915  NAD 83(2011) X  -  1,163,326.505 (meters)                     COMP
 AJ2915  NAD 83(2011) Y  - -5,062,603.427 (meters)                     COMP
 AJ2915  NAD 83(2011) Z  -  3,688,540.788 (meters)                     COMP
 AJ2915
 AJ2915  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2915  Standards:
 AJ2915         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2915            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2915  -------------------------------------------------------------------
 AJ2915  NETWORK    0.19   0.56           0.07   0.08   0.29     -0.01260700
 AJ2915  -------------------------------------------------------------------
 AJ2915
 AJ2915.The coordinates were established by GPS observations
 AJ2915.and adjusted by the National Geodetic Survey in June 2019.
 AJ2915
 AJ2915.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2915.been affixed to the stable North American Tectonic Plate. 
 AJ2915
 AJ2915.The coordinates are valid at the epoch date displayed above
 AJ2915.which is a decimal equivalence of Year/Month/Day.
 AJ2915
 AJ2915.Due to the release of the International GNSS Service (IGS) 2014
 AJ2915.realization of the International Terrestrial Reference Frame of 2014
 AJ2915.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ2915.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ2915.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ2915.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ2915.currently published epoch of 2010.00.
 AJ2915
 AJ2915.Additional information on MYCS2 is available at
 AJ2915.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ2915
 AJ2915.The orthometric height was determined by GPS observations and a
 AJ2915.high-resolution geoid model using precise GPS observation and
 AJ2915.processing techniques.
 AJ2915
 AJ2915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2915.GEOID18 height accuracy estimate available here.
 AJ2915
 AJ2915.The PID for the CORS L1 Phase Center is AJ2916.
 AJ2915
 AJ2915.Click photographs - Photos may exist for this station.
 AJ2915
 AJ2915.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ2915
 AJ2915.The ellipsoidal height was determined by GPS observations
 AJ2915.and is referenced to NAD 83.
 AJ2915
 AJ2915. The following values were computed from the NAD 83(2011) position.
 AJ2915
 AJ2915;                    North         East     Units Scale Factor Converg.
 AJ2915;SPC NC       -   202,468.243   785,567.128   MT  0.99988698   +1 07 13.5
 AJ2915;SPC NC       -   664,264.56  2,577,314.82   sFT  0.99988698   +1 07 13.5
 AJ2915;UTM  18      - 3,937,060.944   313,409.583   MT  1.00002906   -1 11 51.4
 AJ2915
 AJ2915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2915!SPC NC       -   1.00000397  x   0.99988698  =   0.99989095
 AJ2915!UTM  18      -   1.00000397  x   1.00002906  =   1.00003303
 AJ2915
 AJ2915_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE1340937060(NAD 83)
 AJ2915
 AJ2915                          SUPERSEDED SURVEY CONTROL
 AJ2915
 AJ2915  ELLIP H (06/27/12)  -25.306  (m)                       GP(2010.00) 0 0
 AJ2915  NAD 83(2011)-  35 33 34.80233(N)    077 03 31.54263(W) AD(2010.00) c
 AJ2915  NAD 83(2011)-  35 33 34.80249(N)    077 03 31.54255(W) AD(2010.00) c
 AJ2915  ELLIP H (08/??/11)  -25.317  (m)                       GP(2010.00) c c
 AJ2915  ELLIP H (02/10/07)  -25.294  (m)                       GP(2002.00)    
 AJ2915  NAD 83(2007)-  35 33 34.80250(N)    077 03 31.54357(W) AD(2002.00) c
 AJ2915  NAD 83(CORS)-  35 33 34.80250(N)    077 03 31.54357(W) AD(2002.00) c
 AJ2915  ELLIP H (03/??/02)  -25.294  (m)                       GP(2002.00) c c
 AJ2915  NAD 83(CORS)-  35 33 34.80250(N)    077 03 31.54357(W) AD(1997.00) c
 AJ2915  ELLIP H (05/??/01)  -25.294  (m)                       GP(1997.00) c c
 AJ2915  NAVD 88 (03/09/05)   11.3    (m)  GEOID03  model used  GPS OBS        
 AJ2915
 AJ2915.Superseded values are not recommended for survey control.
 AJ2915
 AJ2915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2915.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2915
 AJ2915_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ2915
 AJ2915                          STATION DESCRIPTION
 AJ2915
 AJ2915'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ2915'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ2915'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ2915'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ2915'https://geodesy.noaa.gov/CORS/data.shtml
 AJ2915'https://geodesy.noaa.gov/CORS




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