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 00:35:20 EST
DI1682 ***********************************************************************
DI1682 HT_MOD - This is a Height Modernization Survey Station.
DI1682 CORS - This is a GPS Continuously Operating Reference Station.
DI1682 DESIGNATION - LUMBERTON CORS ARP
DI1682 CORS_ID - NCLU
DI1682 PID - DI1682
DI1682 STATE/COUNTY- NC/ROBESON
DI1682 COUNTRY - US
DI1682 USGS QUAD - NORTHWEST LUMBERTON (2019)
DI1682
DI1682 *CURRENT SURVEY CONTROL
DI1682 ______________________________________________________________________
DI1682* NAD 83(2011) POSITION- 34 37 36.33642(N) 079 04 39.69489(W) ADJUSTED
DI1682* NAD 83(2011) ELLIP HT- 15.826 (meters) (06/??/22) ADJUSTED
DI1682* NAD 83(2011) EPOCH - 2010.00
DI1682* NAVD 88 ORTHO HEIGHT - 49.56 (meters) 162.6 (feet) GPS OBS
DI1682 ______________________________________________________________________
DI1682 NAVD 88 orthometric height was determined with geoid model GEOID03
DI1682 GEOID HEIGHT - -33.666 (meters) GEOID03
DI1682 GEOID HEIGHT - -33.714 (meters) GEOID18
DI1682 NAD 83(2011) X - 995,530.955 (meters) COMP
DI1682 NAD 83(2011) Y - -5,158,901.282 (meters) COMP
DI1682 NAD 83(2011) Z - 3,603,880.836 (meters) COMP
DI1682
DI1682 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI1682 Standards:
DI1682 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI1682 Horiz Ellip SD_N SD_E SD_h (unitless)
DI1682 -------------------------------------------------------------------
DI1682 NETWORK 0.14 0.34 0.05 0.06 0.17 -0.11118400
DI1682 -------------------------------------------------------------------
DI1682
DI1682.The coordinates were established by GPS observations
DI1682.and adjusted by the National Geodetic Survey in June 2022.
DI1682
DI1682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI1682.been affixed to the stable North American Tectonic Plate.
DI1682
DI1682.The coordinates are valid at the epoch date displayed above
DI1682.which is a decimal equivalence of Year/Month/Day.
DI1682
DI1682.Due to the release of the International GNSS Service (IGS) 2014
DI1682.realization of the International Terrestrial Reference Frame of 2014
DI1682.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DI1682.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DI1682.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DI1682.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DI1682.currently published epoch of 2010.00.
DI1682
DI1682.Additional information on MYCS2 is available at
DI1682.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DI1682
DI1682.The orthometric height was determined by GPS observations and a
DI1682.high-resolution geoid model using precise GPS observation and
DI1682.processing techniques.
DI1682
DI1682.Significant digits in the geoid height do not necessarily reflect accuracy.
DI1682.GEOID18 height accuracy estimate available here.
DI1682
DI1682.The PID for the CORS L1 Phase Center is DR9280.
DI1682
DI1682.Click photographs - Photos may exist for this station.
DI1682
DI1682.The XYZ, and position/ellipsoidal ht. are equivalent.
DI1682
DI1682.The ellipsoidal height was determined by GPS observations
DI1682.and is referenced to NAD 83.
DI1682
DI1682. The following values were computed from the NAD 83(2011) position.
DI1682
DI1682; North East Units Scale Factor Converg.
DI1682;SPC NC - 97,263.250 602,477.199 MT 0.99993166 -0 02 41.4
DI1682;SPC NC - 319,104.51 1,976,627.28 sFT 0.99993166 -0 02 41.4
DI1682;UTM 17 - 3,833,333.574 676,218.285 MT 0.99998276 +1 05 33.3
DI1682
DI1682! - Elev Factor x Scale Factor = Combined Factor
DI1682!SPC NC - 0.99999752 x 0.99993166 = 0.99992918
DI1682!UTM 17 - 0.99999752 x 0.99998276 = 0.99998028
DI1682
DI1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPU7621833333(NAD 83)
DI1682
DI1682 SUPERSEDED SURVEY CONTROL
DI1682
DI1682 NAD 83(2011)- 34 37 36.33610(N) 079 04 39.69488(W) AD(2010.00) c
DI1682 ELLIP H (06/??/19) 15.826 (m) GP(2010.00) c c
DI1682 ELLIP H (06/27/12) 15.833 (m) GP(2010.00) 0 0
DI1682 NAD 83(2011)- 34 37 36.33604(N) 079 04 39.69490(W) AD(2010.00) c
DI1682 NAD 83(2011)- 34 37 36.33605(N) 079 04 39.69481(W) AD(2010.00) c
DI1682 ELLIP H (08/??/11) 15.824 (m) GP(2010.00) c c
DI1682 NAD 83(CORS)- 34 37 36.33620(N) 079 04 39.69531(W) AD(2002.00) c
DI1682 ELLIP H (09/??/06) 15.838 (m) GP(2002.00) c c
DI1682
DI1682.Superseded values are not recommended for survey control.
DI1682
DI1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI1682.See file dsdata.pdf to determine how the superseded data were derived.
DI1682
DI1682_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DI1682
DI1682 STATION DESCRIPTION
DI1682
DI1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
DI1682'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DI1682'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DI1682'ACCESSIBLE AT THE WORLDWIDE WEB.
DI1682'https://geodesy.noaa.gov/CORS/data.shtml
DI1682'https://geodesy.noaa.gov/CORS
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