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 18:54:35 EST
 DM4656 ***********************************************************************
 DM4656  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4656  CORS        -  This is a GPS Continuously Operating Reference Station.
 DM4656  DESIGNATION -  SCOTTSBURG CORS ARP
 DM4656  CORS_ID     -  INSG
 DM4656  PID         -  DM4656
 DM4656  STATE/COUNTY-  IN/SCOTT
 DM4656  COUNTRY     -  US
 DM4656  USGS QUAD   -  SCOTTSBURG (2019)
 DM4656
 DM4656                         *CURRENT SURVEY CONTROL
 DM4656  ______________________________________________________________________
 DM4656* NAD 83(2011) POSITION- 38 41 03.13794(N) 085 47 43.30191(W)   ADJUSTED
 DM4656* NAD 83(2011) ELLIP HT-   144.216 (meters)        (12/??/22)   ADJUSTED
 DM4656* NAD 83(2011) EPOCH   -  2010.00
 DM4656* NAVD 88 ORTHO HEIGHT -   178.00  (meters)      584.0   (feet) GPS OBS
 DM4656  ______________________________________________________________________
 DM4656  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DM4656  GEOID HEIGHT    -        -33.781 (meters)                     GEOID12B
 DM4656  GEOID HEIGHT    -        -33.786 (meters)                     GEOID18
 DM4656  NAD 83(2011) X  -    365,526.188 (meters)                     COMP
 DM4656  NAD 83(2011) Y  - -4,972,008.871 (meters)                     COMP
 DM4656  NAD 83(2011) Z  -  3,965,101.951 (meters)                     COMP
 DM4656
 DM4656  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4656  Standards:
 DM4656         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4656            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4656  -------------------------------------------------------------------
 DM4656  NETWORK    0.15   0.34           0.05   0.07   0.18     -0.12569400
 DM4656  -------------------------------------------------------------------
 DM4656
 DM4656.The coordinates were established by GPS observations
 DM4656.and adjusted by the National Geodetic Survey in December 2022.
 DM4656
 DM4656.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4656.been affixed to the stable North American Tectonic Plate. 
 DM4656
 DM4656.The coordinates are valid at the epoch date displayed above
 DM4656.which is a decimal equivalence of Year/Month/Day.
 DM4656
 DM4656.Due to the release of the International GNSS Service (IGS) 2014
 DM4656.realization of the International Terrestrial Reference Frame of 2014
 DM4656.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DM4656.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DM4656.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DM4656.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DM4656.currently published epoch of 2010.00.
 DM4656
 DM4656.Additional information on MYCS2 is available at
 DM4656.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DM4656
 DM4656.The orthometric height was determined by GPS observations and a
 DM4656.high-resolution geoid model using precise GPS observation and
 DM4656.processing techniques.
 DM4656
 DM4656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4656.GEOID18 height accuracy estimate available here.
 DM4656
 DM4656.The PID for the CORS L1 Phase Center is DR8329.
 DM4656
 DM4656.Click photographs - Photos may exist for this station.
 DM4656
 DM4656.The XYZ, and position/ellipsoidal ht. are equivalent.
 DM4656
 DM4656.The ellipsoidal height was determined by GPS observations
 DM4656.and is referenced to NAD 83.
 DM4656
 DM4656. The following values were computed from the NAD 83(2011) position.
 DM4656
 DM4656;                    North         East     Units Scale Factor Converg.
 DM4656;SPC IN E     -   381,448.136    88,802.602   MT  0.99996821   -0 04 49.6
 DM4656;SPC IN E     - 1,251,467.76    291,346.54   sFT  0.99996821   -0 04 49.6
 DM4656;UTM  16      - 4,282,421.913   604,775.544   MT  0.99973518   +0 45 10.8
 DM4656
 DM4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4656!SPC IN E     -   0.99997737  x   0.99996821  =   0.99994558
 DM4656!UTM  16      -   0.99997737  x   0.99973518  =   0.99971256
 DM4656
 DM4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH0477582421(NAD 83)
 DM4656
 DM4656                          SUPERSEDED SURVEY CONTROL
 DM4656
 DM4656  NAD 83(2011)-  38 41 03.13772(N)    085 47 43.30179(W) AD(2010.00) c
 DM4656  ELLIP H (09/??/22)  144.216  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13773(N)    085 47 43.30166(W) AD(2010.00) c
 DM4656  ELLIP H (05/??/22)  144.243  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13772(N)    085 47 43.30179(W) AD(2010.00) c
 DM4656  ELLIP H (06/??/19)  144.216  (m)                       GP(2010.00) c c
 DM4656  NAD 83(2011)-  38 41 03.13774(N)    085 47 43.30175(W) AD(2010.00) c
 DM4656  ELLIP H (08/??/11)  144.206  (m)                       GP(2010.00) c c
 DM4656  NAD 83(CORS)-  38 41 03.13820(N)    085 47 43.30271(W) AD(2002.00) c
 DM4656  ELLIP H (12/??/10)  144.195  (m)                       GP(2002.00) c c
 DM4656
 DM4656.Superseded values are not recommended for survey control.
 DM4656
 DM4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4656.See file dsdata.pdf to determine how the superseded data were derived.
 DM4656
 DM4656_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DM4656
 DM4656                          STATION DESCRIPTION
 DM4656
 DM4656'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
 DM4656'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DM4656'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DM4656'ACCESSIBLE AT THE WORLDWIDE WEB.
 DM4656'https://geodesy.noaa.gov/CORS/data.shtml
 DM4656'https://geodesy.noaa.gov/CORS




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