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 04:03:54 EST
 AJ5577 ***********************************************************************
 AJ5577  HT_MOD      -  This is a Height Modernization Survey Station.
 AJ5577  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5577  DESIGNATION -  HAWK RUN 1 CORS ARP
 AJ5577  CORS_ID     -  HRN1
 AJ5577  PID         -  AJ5577
 AJ5577  STATE/COUNTY-  PA/CENTRE
 AJ5577  COUNTRY     -  US
 AJ5577  USGS QUAD   -  PHILIPSBURG (2019)
 AJ5577
 AJ5577                         *CURRENT SURVEY CONTROL
 AJ5577  ______________________________________________________________________
 AJ5577* NAD 83(2011) POSITION- 40 52 40.80001(N) 078 10 51.72417(W)   ADJUSTED
 AJ5577* NAD 83(2011) ELLIP HT-   588.373 (meters)        (06/??/19)   ADJUSTED
 AJ5577* NAD 83(2011) EPOCH   -  2010.00
 AJ5577* NAVD 88 ORTHO HEIGHT -   621.17  (meters)     2038.0   (feet) GPS OBS
 AJ5577  ______________________________________________________________________
 AJ5577  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ5577  GEOID HEIGHT    -        -32.778 (meters)                     GEOID99
 AJ5577  GEOID HEIGHT    -        -32.783 (meters)                     GEOID18
 AJ5577  NAD 83(2011) X  -    989,263.167 (meters)                     COMP
 AJ5577  NAD 83(2011) Y  - -4,727,517.682 (meters)                     COMP
 AJ5577  NAD 83(2011) Z  -  4,152,573.674 (meters)                     COMP
 AJ5577
 AJ5577  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ5577  Standards:
 AJ5577         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ5577            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ5577  -------------------------------------------------------------------
 AJ5577  NETWORK    0.45   0.26           0.04   0.23   0.13     -0.54171100
 AJ5577  -------------------------------------------------------------------
 AJ5577
 AJ5577.The coordinates were established by GPS observations
 AJ5577.and adjusted by the National Geodetic Survey in June 2019.
 AJ5577
 AJ5577.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ5577.been affixed to the stable North American Tectonic Plate. 
 AJ5577
 AJ5577.The coordinates are valid at the epoch date displayed above
 AJ5577.which is a decimal equivalence of Year/Month/Day.
 AJ5577
 AJ5577.Due to the release of the International GNSS Service (IGS) 2014
 AJ5577.realization of the International Terrestrial Reference Frame of 2014
 AJ5577.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 AJ5577.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 AJ5577.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 AJ5577.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 AJ5577.currently published epoch of 2010.00.
 AJ5577
 AJ5577.Additional information on MYCS2 is available at
 AJ5577.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 AJ5577
 AJ5577.The orthometric height was determined by GPS observations and a
 AJ5577.high-resolution geoid model using precise GPS observation and
 AJ5577.processing techniques.
 AJ5577
 AJ5577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5577.GEOID18 height accuracy estimate available here.
 AJ5577
 AJ5577.The PID for the CORS L1 Phase Center is AJ5578.
 AJ5577
 AJ5577.Click photographs - Photos may exist for this station.
 AJ5577
 AJ5577.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5577
 AJ5577.The ellipsoidal height was determined by GPS observations
 AJ5577.and is referenced to NAD 83.
 AJ5577
 AJ5577. The following values were computed from the NAD 83(2011) position.
 AJ5577
 AJ5577;                    North         East     Units Scale Factor Converg.
 AJ5577;SPC PA N     -    79,086.844   563,668.165   MT  1.00000087   -0 17 06.5
 AJ5577;SPC PA N     -   259,470.75  1,849,301.30   sFT  1.00000087   -0 17 06.5
 AJ5577;UTM  17      - 4,529,039.840   737,529.845   MT  1.00029449   +1 50 44.6
 AJ5577
 AJ5577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5577!SPC PA N     -   0.99990771  x   1.00000087  =   0.99990858
 AJ5577!UTM  17      -   0.99990771  x   1.00029449  =   1.00020218
 AJ5577
 AJ5577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TQF3752929039(NAD 83)
 AJ5577
 AJ5577                          SUPERSEDED SURVEY CONTROL
 AJ5577
 AJ5577  ELLIP H (06/27/12)  588.372  (m)                       GP(2010.00) 0 0
 AJ5577  NAD 83(2011)-  40 52 40.79982(N)    078 10 51.72404(W) AD(2010.00) c
 AJ5577  NAD 83(2011)-  40 52 40.79995(N)    078 10 51.72420(W) AD(2010.00) c
 AJ5577  ELLIP H (08/??/11)  588.375  (m)                       GP(2010.00) c c
 AJ5577  ELLIP H (02/10/07)  588.396  (m)                       GP(2002.00)    
 AJ5577  NAD 83(2007)-  40 52 40.79988(N)    078 10 51.72583(W) AD(2002.00) c
 AJ5577  NAD 83(CORS)-  40 52 40.79988(N)    078 10 51.72583(W) AD(2002.00) c
 AJ5577  ELLIP H (03/??/02)  588.396  (m)                       GP(2002.00) c c
 AJ5577  NAD 83(CORS)-  40 52 40.79987(N)    078 10 51.72582(W) AD(1997.00) c
 AJ5577  ELLIP H (10/??/01)  588.396  (m)                       GP(1997.00) c c
 AJ5577
 AJ5577.Superseded values are not recommended for survey control.
 AJ5577
 AJ5577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5577.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5577
 AJ5577_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5577
 AJ5577                          STATION DESCRIPTION
 AJ5577
 AJ5577'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
 AJ5577'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 AJ5577'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 AJ5577'ACCESSIBLE AT THE WORLDWIDE WEB.
 AJ5577'https://geodesy.noaa.gov/CORS/data.shtml
 AJ5577'https://geodesy.noaa.gov/CORS




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