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 18, 2025 03:50:08 EST
DM6192 ***********************************************************************
DM6192 HT_MOD - This is a Height Modernization Survey Station.
DM6192 CORS - This is a GPS Continuously Operating Reference Station.
DM6192 DESIGNATION - PARI OBS NC 2008 CORS ARP
DM6192 CORS_ID - P779
DM6192 PID - DM6192
DM6192 STATE/COUNTY- NC/TRANSYLVANIA
DM6192 COUNTRY - US
DM6192 USGS QUAD - ROSMAN (2019)
DM6192
DM6192 *CURRENT SURVEY CONTROL
DM6192 ______________________________________________________________________
DM6192* NAD 83(2011) POSITION- 35 12 06.96417(N) 082 52 20.90286(W) ADJUSTED
DM6192* NAD 83(2011) ELLIP HT- 880.095 (meters) (06/??/19) ADJUSTED
DM6192* NAD 83(2011) EPOCH - 2010.00
DM6192* NAVD 88 ORTHO HEIGHT - 909.68 (meters) 2984.5 (feet) GPS OBS
DM6192 ______________________________________________________________________
DM6192 NAVD 88 orthometric height was determined with an earlier geoid model
DM6192 GEOID HEIGHT - -29.584 (meters) GEOID18
DM6192 NAD 83(2011) X - 647,472.855 (meters) COMP
DM6192 NAD 83(2011) Y - -5,177,939.341 (meters) COMP
DM6192 NAD 83(2011) Z - 3,656,703.114 (meters) COMP
DM6192
DM6192 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DM6192 Standards:
DM6192 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DM6192 Horiz Ellip SD_N SD_E SD_h (unitless)
DM6192 -------------------------------------------------------------------
DM6192 NETWORK 0.11 0.31 0.04 0.05 0.16 0.02210700
DM6192 -------------------------------------------------------------------
DM6192
DM6192.The coordinates were established by GPS observations
DM6192.and adjusted by the National Geodetic Survey in June 2019.
DM6192
DM6192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DM6192.been affixed to the stable North American Tectonic Plate.
DM6192
DM6192.The coordinates are valid at the epoch date displayed above
DM6192.which is a decimal equivalence of Year/Month/Day.
DM6192
DM6192.Due to the release of the International GNSS Service (IGS) 2014
DM6192.realization of the International Terrestrial Reference Frame of 2014
DM6192.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DM6192.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DM6192.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DM6192.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DM6192.currently published epoch of 2010.00.
DM6192
DM6192.Additional information on MYCS2 is available at
DM6192.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DM6192
DM6192.The orthometric height was determined by GPS observations and a
DM6192.high-resolution geoid model using precise GPS observation and
DM6192.processing techniques.
DM6192
DM6192.Significant digits in the geoid height do not necessarily reflect accuracy.
DM6192.GEOID18 height accuracy estimate available here.
DM6192
DM6192.The PID for the CORS L1 Phase Center is DO4649.
DM6192
DM6192.Click photographs - Photos may exist for this station.
DM6192
DM6192.The XYZ, and position/ellipsoidal ht. are equivalent.
DM6192
DM6192.The ellipsoidal height was determined by GPS observations
DM6192.and is referenced to NAD 83.
DM6192
DM6192. The following values were computed from the NAD 83(2011) position.
DM6192
DM6192; North East Units Scale Factor Converg.
DM6192;SPC NC - 167,939.378 257,095.137 MT 0.99987297 -2 14 06.3
DM6192;SPC NC - 550,981.11 843,486.30 sFT 0.99987297 -2 14 06.3
DM6192;UTM 17 - 3,897,043.165 329,544.308 MT 0.99995809 -1 04 46.8
DM6192
DM6192! - Elev Factor x Scale Factor = Combined Factor
DM6192!SPC NC - 0.99986188 x 0.99987297 = 0.99973486
DM6192!UTM 17 - 0.99986188 x 0.99995809 = 0.99981997
DM6192
DM6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLU2954497043(NAD 83)
DM6192
DM6192 SUPERSEDED SURVEY CONTROL
DM6192
DM6192 NAD 83(2011)- 35 12 06.96417(N) 082 52 20.90284(W) AD(2010.00) c
DM6192 ELLIP H (08/??/12) 880.094 (m) GP(2010.00) c c
DM6192 ELLIP H (06/27/12) 880.064 (m) GP(2010.00) 0 0
DM6192 NAD 83(2011)- 35 12 06.96415(N) 082 52 20.90267(W) AD(2010.00) c
DM6192 NAD 83(2011)- 35 12 06.96417(N) 082 52 20.90284(W) AD(2010.00) c
DM6192 ELLIP H (08/??/11) 880.085 (m) GP(2010.00) c c
DM6192 NAD 83(CORS)- 35 12 06.96445(N) 082 52 20.90365(W) AD(2002.00) c
DM6192 ELLIP H (03/??/11) 880.081 (m) GP(2002.00) c c
DM6192 NAVD 88 (04/09/13) 909.63 (m) GEOID12A model used GPS OBS
DM6192 NAVD 88 (06/13/11) 909.67 (m) GEOID09 model used GPS OBS
DM6192
DM6192.Superseded values are not recommended for survey control.
DM6192
DM6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DM6192.See file dsdata.pdf to determine how the superseded data were derived.
DM6192
DM6192_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DM6192
DM6192 STATION DESCRIPTION
DM6192
DM6192'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DM6192'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DM6192'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DM6192'ACCESSIBLE AT THE WORLDWIDE WEB.
DM6192'https://geodesy.noaa.gov/CORS/data.shtml
DM6192'https://geodesy.noaa.gov/CORS
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