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 14:48:51 EST
 DH7117 ***********************************************************************
 DH7117  HT_MOD      -  This is a Height Modernization Survey Station.
 DH7117  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7117  DESIGNATION -  MOREHEAD STATE U CORS ARP
 DH7117  CORS_ID     -  KYMH
 DH7117  PID         -  DH7117
 DH7117  STATE/COUNTY-  KY/ROWAN
 DH7117  COUNTRY     -  US
 DH7117  USGS QUAD   -  MOREHEAD (2019)
 DH7117
 DH7117                         *CURRENT SURVEY CONTROL
 DH7117  ______________________________________________________________________
 DH7117* NAD 83(2011) POSITION- 38 11 02.87609(N) 083 26 11.48753(W)   ADJUSTED
 DH7117* NAD 83(2011) ELLIP HT-   222.779 (meters)        (08/??/22)   ADJUSTED
 DH7117* NAD 83(2011) EPOCH   -  2010.00
 DH7117* NAVD 88 ORTHO HEIGHT -   255.28  (meters)      837.5   (feet) GPS OBS
 DH7117  ______________________________________________________________________
 DH7117  NAVD 88 orthometric height was determined with an earlier geoid model
 DH7117  GEOID HEIGHT    -        -32.475 (meters)                     GEOID18
 DH7117  NAD 83(2011) X  -    573,804.971 (meters)                     COMP
 DH7117  NAD 83(2011) Y  - -4,987,093.578 (meters)                     COMP
 DH7117  NAD 83(2011) Z  -  3,921,667.082 (meters)                     COMP
 DH7117
 DH7117  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DH7117  Standards:
 DH7117         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DH7117            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DH7117  -------------------------------------------------------------------
 DH7117  NETWORK    0.13   0.30           0.04   0.06   0.15     -0.08085600
 DH7117  -------------------------------------------------------------------
 DH7117
 DH7117.The coordinates were established by GPS observations
 DH7117.and adjusted by the National Geodetic Survey in August 2022.
 DH7117
 DH7117.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DH7117.been affixed to the stable North American Tectonic Plate. 
 DH7117
 DH7117.The coordinates are valid at the epoch date displayed above
 DH7117.which is a decimal equivalence of Year/Month/Day.
 DH7117
 DH7117.Due to the release of the International GNSS Service (IGS) 2014
 DH7117.realization of the International Terrestrial Reference Frame of 2014
 DH7117.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DH7117.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DH7117.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DH7117.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DH7117.currently published epoch of 2010.00.
 DH7117
 DH7117.Additional information on MYCS2 is available at
 DH7117.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DH7117
 DH7117.The orthometric height was determined by GPS observations and a
 DH7117.high-resolution geoid model using precise GPS observation and
 DH7117.processing techniques.
 DH7117
 DH7117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7117.GEOID18 height accuracy estimate available here.
 DH7117
 DH7117.The PID for the CORS L1 Phase Center is DM3339.
 DH7117
 DH7117.Click photographs - Photos may exist for this station.
 DH7117
 DH7117.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7117
 DH7117.The ellipsoidal height was determined by GPS observations
 DH7117.and is referenced to NAD 83.
 DH7117
 DH7117. The following values were computed from the NAD 83(2011) position.
 DH7117
 DH7117;                    North         East     Units Scale Factor Converg.
 DH7117;SPC KY1Z     - 1,207,919.520 1,702,652.030   MT  0.99991932   +1 25 13.4
 DH7117;SPC KY1Z     - 3,962,982.63  5,586,117.54   sFT  0.99991932   +1 25 13.4
 DH7117;SPC KY N     -    76,251.004   571,267.788   MT  0.99997422   +0 30 21.7
 DH7117;SPC KY N     -   250,166.84  1,874,234.40   sFT  0.99997422   +0 30 21.7
 DH7117;UTM  17      - 4,229,051.159   286,600.352   MT  1.00016089   -1 30 24.5
 DH7117
 DH7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7117!SPC KY1Z     -   0.99996504  x   0.99991932  =   0.99988437
 DH7117!SPC KY N     -   0.99996504  x   0.99997422  =   0.99993927
 DH7117!UTM  17      -   0.99996504  x   1.00016089  =   1.00012593
 DH7117
 DH7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SKC8660029051(NAD 83)
 DH7117
 DH7117                          SUPERSEDED SURVEY CONTROL
 DH7117
 DH7117  NAD 83(2011)-  38 11 02.87629(N)    083 26 11.48787(W) AD(2010.00) c
 DH7117  ELLIP H (06/??/19)  222.807  (m)                       GP(2010.00) c c
 DH7117  ELLIP H (06/27/12)  222.805  (m)                       GP(2010.00) 0 0
 DH7117  NAD 83(2011)-  38 11 02.87619(N)    083 26 11.48788(W) AD(2010.00) c
 DH7117  NAD 83(2011)-  38 11 02.87624(N)    083 26 11.48778(W) AD(2010.00) c
 DH7117  ELLIP H (08/??/11)  222.806  (m)                       GP(2010.00) c c
 DH7117  NAD 83(CORS)-  38 11 02.87622(N)    083 26 11.48836(W) AD(2002.00) c
 DH7117  ELLIP H (11/??/05)  222.810  (m)                       GP(2002.00) c c
 DH7117
 DH7117.Superseded values are not recommended for survey control.
 DH7117
 DH7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7117.See file dsdata.pdf to determine how the superseded data were derived.
 DH7117
 DH7117_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7117
 DH7117                          STATION DESCRIPTION
 DH7117
 DH7117'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DH7117'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DH7117'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DH7117'ACCESSIBLE AT THE WORLDWIDE WEB.
 DH7117'https://geodesy.noaa.gov/CORS/data.shtml
 DH7117'https://geodesy.noaa.gov/CORS




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