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 11:37:09 EST
DL6896 ***********************************************************************
DL6896 HT_MOD - This is a Height Modernization Survey Station.
DL6896 CORS - This is a GPS Continuously Operating Reference Station.
DL6896 DESIGNATION - ELIZABETH CITY CORS ARP
DL6896 CORS_ID - NCEL
DL6896 PID - DL6896
DL6896 STATE/COUNTY- NC/PASQUOTANK
DL6896 COUNTRY - US
DL6896 USGS QUAD - PASQUOTANK (2019)
DL6896
DL6896 *CURRENT SURVEY CONTROL
DL6896 ______________________________________________________________________
DL6896* NAD 83(2011) POSITION- 36 20 28.79081(N) 076 15 29.27392(W) ADJUSTED
DL6896* NAD 83(2011) ELLIP HT- -29.730 (meters) (05/??/21) ADJUSTED
DL6896* NAD 83(2011) EPOCH - 2010.00
DL6896* NAVD 88 ORTHO HEIGHT - 7.60 (meters) 24.9 (feet) GPS OBS
DL6896 ______________________________________________________________________
DL6896 NAVD 88 orthometric height was determined with geoid model GEOID09
DL6896 GEOID HEIGHT - -37.316 (meters) GEOID09
DL6896 GEOID HEIGHT - -37.334 (meters) GEOID18
DL6896 NAD 83(2011) X - 1,221,857.157 (meters) COMP
DL6896 NAD 83(2011) Y - -4,996,389.357 (meters) COMP
DL6896 NAD 83(2011) Z - 3,758,748.924 (meters) COMP
DL6896
DL6896 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6896 Standards:
DL6896 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6896 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6896 -------------------------------------------------------------------
DL6896 NETWORK 0.09 0.20 0.03 0.04 0.10 -0.31335900
DL6896 -------------------------------------------------------------------
DL6896
DL6896.The coordinates were established by GPS observations
DL6896.and adjusted by the National Geodetic Survey in May 2021.
DL6896
DL6896.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6896.been affixed to the stable North American Tectonic Plate.
DL6896
DL6896.The coordinates are valid at the epoch date displayed above
DL6896.which is a decimal equivalence of Year/Month/Day.
DL6896
DL6896.Due to the release of the International GNSS Service (IGS) 2014
DL6896.realization of the International Terrestrial Reference Frame of 2014
DL6896.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6896.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6896.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6896.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6896.currently published epoch of 2010.00.
DL6896
DL6896.Additional information on MYCS2 is available at
DL6896.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6896
DL6896.The orthometric height was determined by GPS observations and a
DL6896.high-resolution geoid model using precise GPS observation and
DL6896.processing techniques.
DL6896
DL6896.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6896.GEOID18 height accuracy estimate available here.
DL6896
DL6896.The PID for the CORS L1 Phase Center is DR4862.
DL6896
DL6896.Click photographs - Photos may exist for this station.
DL6896
DL6896.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6896
DL6896.The ellipsoidal height was determined by GPS observations
DL6896.and is referenced to NAD 83.
DL6896
DL6896. The following values were computed from the NAD 83(2011) position.
DL6896
DL6896; North East Units Scale Factor Converg.
DL6896;SPC NC - 290,874.908 855,730.324 MT 1.00005343 +1 34 57.1
DL6896;SPC NC - 954,312.09 2,807,508.57 sFT 1.00005343 +1 34 57.1
DL6896;UTM 18 - 4,022,542.761 387,095.512 MT 0.99975706 -0 44 44.3
DL6896
DL6896! - Elev Factor x Scale Factor = Combined Factor
DL6896!SPC NC - 1.00000467 x 1.00005343 = 1.00005810
DL6896!UTM 18 - 1.00000467 x 0.99975706 = 0.99976172
DL6896
DL6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8709522542(NAD 83)
DL6896
DL6896 SUPERSEDED SURVEY CONTROL
DL6896
DL6896 NAD 83(2011)- 36 20 28.79079(N) 076 15 29.27392(W) AD(2010.00) c
DL6896 ELLIP H (06/??/19) -29.748 (m) GP(2010.00) c c
DL6896 ELLIP H (06/27/12) -29.735 (m) GP(2010.00) 0 0
DL6896 NAD 83(2011)- 36 20 28.79065(N) 076 15 29.27420(W) AD(2010.00) c
DL6896 NAD 83(2011)- 36 20 28.79075(N) 076 15 29.27386(W) AD(2010.00) c
DL6896 ELLIP H (08/??/11) -29.750 (m) GP(2010.00) c c
DL6896 NAD 83(CORS)- 36 20 28.79117(N) 076 15 29.27454(W) AD(2002.00) c
DL6896 ELLIP H (04/??/10) -29.748 (m) GP(2002.00) c c
DL6896
DL6896.Superseded values are not recommended for survey control.
DL6896
DL6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6896.See file dsdata.pdf to determine how the superseded data were derived.
DL6896
DL6896_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL6896
DL6896 STATION DESCRIPTION
DL6896
DL6896'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
DL6896'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL6896'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL6896'ACCESSIBLE AT THE WORLDWIDE WEB.
DL6896'https://geodesy.noaa.gov/CORS/data.shtml
DL6896'https://geodesy.noaa.gov/CORS
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