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 07:25:40 EST
DL1892 ***********************************************************************
DL1892 HT_MOD - This is a Height Modernization Survey Station.
DL1892 CORS - This is a GPS Continuously Operating Reference Station.
DL1892 DESIGNATION - SWANQUARTER CORS ARP
DL1892 CORS_ID - NCSQ
DL1892 PID - DL1892
DL1892 STATE/COUNTY- NC/HYDE
DL1892 COUNTRY - US
DL1892 USGS QUAD - SWANQUARTER (2019)
DL1892
DL1892 *CURRENT SURVEY CONTROL
DL1892 ______________________________________________________________________
DL1892* NAD 83(2011) POSITION- 35 23 40.86373(N) 076 19 33.37890(W) ADJUSTED
DL1892* NAD 83(2011) ELLIP HT- -30.398 (meters) (06/??/19) ADJUSTED
DL1892* NAD 83(2011) EPOCH - 2010.00
DL1892* NAVD 88 ORTHO HEIGHT - 7.51 (meters) 24.6 (feet) GPS OBS
DL1892 ______________________________________________________________________
DL1892 NAVD 88 orthometric height was determined with geoid model GEOID09
DL1892 GEOID HEIGHT - -37.874 (meters) GEOID09
DL1892 GEOID HEIGHT - -37.907 (meters) GEOID18
DL1892 NAD 83(2011) X - 1,230,491.620 (meters) COMP
DL1892 NAD 83(2011) Y - -5,057,629.097 (meters) COMP
DL1892 NAD 83(2011) Z - 3,673,631.493 (meters) COMP
DL1892
DL1892 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL1892 Standards:
DL1892 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL1892 Horiz Ellip SD_N SD_E SD_h (unitless)
DL1892 -------------------------------------------------------------------
DL1892 NETWORK 0.13 0.26 0.04 0.06 0.14 -0.26765400
DL1892 -------------------------------------------------------------------
DL1892
DL1892.The coordinates were established by GPS observations
DL1892.and adjusted by the National Geodetic Survey in June 2019.
DL1892
DL1892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL1892.been affixed to the stable North American Tectonic Plate.
DL1892
DL1892.The coordinates are valid at the epoch date displayed above
DL1892.which is a decimal equivalence of Year/Month/Day.
DL1892
DL1892.Due to the release of the International GNSS Service (IGS) 2014
DL1892.realization of the International Terrestrial Reference Frame of 2014
DL1892.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL1892.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL1892.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL1892.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL1892.currently published epoch of 2010.00.
DL1892
DL1892.Additional information on MYCS2 is available at
DL1892.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL1892
DL1892.The orthometric height was determined by GPS observations and a
DL1892.high-resolution geoid model using precise GPS observation and
DL1892.processing techniques.
DL1892
DL1892.Significant digits in the geoid height do not necessarily reflect accuracy.
DL1892.GEOID18 height accuracy estimate available here.
DL1892
DL1892.The PID for the CORS L1 Phase Center is DL1893.
DL1892
DL1892.Click photographs - Photos may exist for this station.
DL1892
DL1892.The XYZ, and position/ellipsoidal ht. are equivalent.
DL1892
DL1892.The ellipsoidal height was determined by GPS observations
DL1892.and is referenced to NAD 83.
DL1892
DL1892. The following values were computed from the NAD 83(2011) position.
DL1892
DL1892; North East Units Scale Factor Converg.
DL1892;SPC NC - 185,716.457 852,473.882 MT 0.99987569 +1 32 36.2
DL1892;SPC NC - 609,304.74 2,796,824.73 sFT 0.99987569 +1 32 36.2
DL1892;UTM 18 - 3,917,620.585 379,586.192 MT 0.99977868 -0 46 05.1
DL1892
DL1892! - Elev Factor x Scale Factor = Combined Factor
DL1892!SPC NC - 1.00000477 x 0.99987569 = 0.99988046
DL1892!UTM 18 - 1.00000477 x 0.99977868 = 0.99978345
DL1892
DL1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUE7958617620(NAD 83)
DL1892
DL1892 SUPERSEDED SURVEY CONTROL
DL1892
DL1892 ELLIP H (06/27/12) -30.383 (m) GP(2010.00) 0 0
DL1892 NAD 83(2011)- 35 23 40.86373(N) 076 19 33.37918(W) AD(2010.00) c
DL1892 NAD 83(2011)- 35 23 40.86368(N) 076 19 33.37884(W) AD(2010.00) c
DL1892 ELLIP H (08/??/11) -30.398 (m) GP(2010.00) c c
DL1892 NAD 83(CORS)- 35 23 40.86408(N) 076 19 33.37949(W) AD(2002.00) c
DL1892 ELLIP H (03/??/09) -30.372 (m) GP(2002.00) c c
DL1892
DL1892.Superseded values are not recommended for survey control.
DL1892
DL1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL1892.See file dsdata.pdf to determine how the superseded data were derived.
DL1892
DL1892_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL1892
DL1892 STATION DESCRIPTION
DL1892
DL1892'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL1892'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL1892'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL1892'ACCESSIBLE AT THE WORLDWIDE WEB.
DL1892'https://geodesy.noaa.gov/CORS/data.shtml
DL1892'https://geodesy.noaa.gov/CORS
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