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 13:12:39 EST
 DJ8963 ***********************************************************************
 DJ8963  HT_MOD      -  This is a Height Modernization Survey Station.
 DJ8963  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ8963  DESIGNATION -  WOOLPERT ASHLAND CORS ARP
 DJ8963  CORS_ID     -  KYAS
 DJ8963  PID         -  DJ8963
 DJ8963  STATE/COUNTY-  KY/BOYD
 DJ8963  COUNTRY     -  US
 DJ8963  USGS QUAD   -  ASHLAND (2019)
 DJ8963
 DJ8963                         *CURRENT SURVEY CONTROL
 DJ8963  ______________________________________________________________________
 DJ8963* NAD 83(2011) POSITION- 38 27 29.82165(N) 082 39 59.52558(W)   ADJUSTED
 DJ8963* NAD 83(2011) ELLIP HT-   178.499 (meters)        (06/??/19)   ADJUSTED
 DJ8963* NAD 83(2011) EPOCH   -  2010.00
 DJ8963* NAVD 88 ORTHO HEIGHT -   211.39  (meters)      693.5   (feet) GPS OBS
 DJ8963  ______________________________________________________________________
 DJ8963  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ8963  GEOID HEIGHT    -        -32.904 (meters)                     GEOID03
 DJ8963  GEOID HEIGHT    -        -32.925 (meters)                     GEOID18
 DJ8963  NAD 83(2011) X  -    638,358.840 (meters)                     COMP
 DJ8963  NAD 83(2011) Y  - -4,960,181.861 (meters)                     COMP
 DJ8963  NAD 83(2011) Z  -  3,945,515.314 (meters)                     COMP
 DJ8963
 DJ8963.Formal positional accuracy estimates are not available for this CORS
 DJ8963.because its coordinates were determined in part using modeled
 DJ8963.velocities. Approximate one-sigma accuracies for latitude, longitude,
 DJ8963.and ellipsoid height can be obtained from the short-term time series.
 DJ8963.Additional information regarding modeled velocities is available on
 DJ8963.the CORS Coordinates for MYCS2 web page:
 DJ8963.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
 DJ8963
 DJ8963.The coordinates were established by GPS observations
 DJ8963.and adjusted by the National Geodetic Survey in June 2019.
 DJ8963
 DJ8963.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ8963.been affixed to the stable North American Tectonic Plate. 
 DJ8963
 DJ8963.The coordinates are valid at the epoch date displayed above
 DJ8963.which is a decimal equivalence of Year/Month/Day.
 DJ8963
 DJ8963.Due to the release of the International GNSS Service (IGS) 2014
 DJ8963.realization of the International Terrestrial Reference Frame of 2014
 DJ8963.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ8963.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ8963.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ8963.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ8963.currently published epoch of 2010.00.
 DJ8963
 DJ8963.Additional information on MYCS2 is available at
 DJ8963.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ8963
 DJ8963.The orthometric height was determined by GPS observations and a
 DJ8963.high-resolution geoid model using precise GPS observation and
 DJ8963.processing techniques.
 DJ8963
 DJ8963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8963.GEOID18 height accuracy estimate available here.
 DJ8963
 DJ8963.The PID for the CORS L1 Phase Center is DJ9580.
 DJ8963
 DJ8963.Click photographs - Photos may exist for this station.
 DJ8963
 DJ8963.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ8963
 DJ8963.The ellipsoidal height was determined by GPS observations
 DJ8963.and is referenced to NAD 83.
 DJ8963
 DJ8963. The following values were computed from the NAD 83(2011) position.
 DJ8963
 DJ8963;                    North         East     Units Scale Factor Converg.
 DJ8963;SPC KY1Z     - 1,240,282.731 1,769,073.565   MT  0.99995642   +1 53 35.3
 DJ8963;SPC KY1Z     - 4,069,160.93  5,804,035.52   sFT  0.99995642   +1 53 35.3
 DJ8963;SPC KY N     -   107,554.748   638,197.627   MT  0.99996209   +0 59 06.1
 DJ8963;SPC KY N     -   352,869.20  2,093,820.05   sFT  0.99996209   +0 59 06.1
 DJ8963;UTM  17      - 4,257,979.975   354,593.236   MT  0.99986038   -1 02 12.0
 DJ8963
 DJ8963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8963!SPC KY1Z     -   0.99997199  x   0.99995642  =   0.99992841
 DJ8963!SPC KY N     -   0.99997199  x   0.99996209  =   0.99993408
 DJ8963!UTM  17      -   0.99997199  x   0.99986038  =   0.99983238
 DJ8963
 DJ8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC5459357979(NAD 83)
 DJ8963
 DJ8963                          SUPERSEDED SURVEY CONTROL
 DJ8963
 DJ8963  ELLIP H (06/27/12)  178.502  (m)                       GP(2010.00) 0 0
 DJ8963  NAD 83(2011)-  38 27 29.82172(N)    082 39 59.52559(W) AD(2010.00) c
 DJ8963  NAD 83(2011)-  38 27 29.82168(N)    082 39 59.52557(W) AD(2010.00) c
 DJ8963  ELLIP H (08/??/11)  178.499  (m)                       GP(2010.00) c c
 DJ8963  NAD 83(CORS)-  38 27 29.82164(N)    082 39 59.52570(W) AD(2002.00) c
 DJ8963  ELLIP H (01/??/08)  178.505  (m)                       GP(2002.00) c c
 DJ8963
 DJ8963.Superseded values are not recommended for survey control.
 DJ8963
 DJ8963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8963.See file dsdata.pdf to determine how the superseded data were derived.
 DJ8963
 DJ8963_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ8963
 DJ8963                          STATION DESCRIPTION
 DJ8963
 DJ8963'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 DJ8963'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ8963'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ8963'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ8963'https://geodesy.noaa.gov/CORS/data.shtml
 DJ8963'https://geodesy.noaa.gov/CORS




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