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 11:16:41 EST
DL6296 ***********************************************************************
DL6296 CORS - This is a GPS Continuously Operating Reference Station.
DL6296 DESIGNATION - LEHIGH UNIVERSITY CORS ARP
DL6296 CORS_ID - LUMT
DL6296 PID - DL6296
DL6296 STATE/COUNTY- PA/NORTHAMPTON
DL6296 COUNTRY - US
DL6296 USGS QUAD - HELLERTOWN (2019)
DL6296
DL6296 *CURRENT SURVEY CONTROL
DL6296 ______________________________________________________________________
DL6296* NAD 83(2011) POSITION- 40 36 05.74815(N) 075 21 27.13402(W) ADJUSTED
DL6296* NAD 83(2011) ELLIP HT- 251.337 (meters) (06/??/19) ADJUSTED
DL6296* NAD 83(2011) EPOCH - 2010.00
DL6296 ______________________________________________________________________
DL6296 GEOID HEIGHT - -34.381 (meters) GEOID18
DL6296 NAD 83(2011) X - 1,225,936.372 (meters) COMP
DL6296 NAD 83(2011) Y - -4,692,183.524 (meters) COMP
DL6296 NAD 83(2011) Z - 4,129,095.729 (meters) COMP
DL6296
DL6296 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL6296 Standards:
DL6296 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL6296 Horiz Ellip SD_N SD_E SD_h (unitless)
DL6296 -------------------------------------------------------------------
DL6296 NETWORK 0.23 0.71 0.10 0.09 0.36 -0.10721400
DL6296 -------------------------------------------------------------------
DL6296
DL6296.The coordinates were established by GPS observations
DL6296.and adjusted by the National Geodetic Survey in June 2019.
DL6296
DL6296.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL6296.been affixed to the stable North American Tectonic Plate.
DL6296
DL6296.The coordinates are valid at the epoch date displayed above
DL6296.which is a decimal equivalence of Year/Month/Day.
DL6296
DL6296.Due to the release of the International GNSS Service (IGS) 2014
DL6296.realization of the International Terrestrial Reference Frame of 2014
DL6296.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL6296.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL6296.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL6296.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL6296.currently published epoch of 2010.00.
DL6296
DL6296.Additional information on MYCS2 is available at
DL6296.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL6296
DL6296.Significant digits in the geoid height do not necessarily reflect accuracy.
DL6296.GEOID18 height accuracy estimate available here.
DL6296
DL6296.The PID for the CORS L1 Phase Center is DL6297.
DL6296
DL6296.Click photographs - Photos may exist for this station.
DL6296
DL6296.The XYZ, and position/ellipsoidal ht. are equivalent.
DL6296
DL6296.The ellipsoidal height was determined by GPS observations
DL6296.and is referenced to NAD 83.
DL6296
DL6296. The following values were computed from the NAD 83(2011) position.
DL6296
DL6296; North East Units Scale Factor Converg.
DL6296;SPC PA S - 143,565.176 802,465.185 MT 0.99996296 +1 33 08.0
DL6296;SPC PA S - 471,013.41 2,632,754.53 sFT 0.99996296 +1 33 08.0
DL6296;UTM 18 - 4,494,593.473 469,750.212 MT 0.99961126 -0 13 57.7
DL6296
DL6296! - Elev Factor x Scale Factor = Combined Factor
DL6296!SPC PA S - 0.99996057 x 0.99996296 = 0.99992354
DL6296!UTM 18 - 0.99996057 x 0.99961126 = 0.99957185
DL6296
DL6296_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TVK6975094593(NAD 83)
DL6296
DL6296 SUPERSEDED SURVEY CONTROL
DL6296
DL6296 NAD 83(2011)- 40 36 05.74811(N) 075 21 27.13397(W) AD(2010.00) c
DL6296 ELLIP H (08/??/11) 251.338 (m) GP(2010.00) c c
DL6296 NAD 83(CORS)- 40 36 05.74836(N) 075 21 27.13444(W) AD(2002.00) c
DL6296 ELLIP H (02/??/10) 251.335 (m) GP(2002.00) c c
DL6296
DL6296.Superseded values are not recommended for survey control.
DL6296
DL6296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL6296.See file dsdata.pdf to determine how the superseded data were derived.
DL6296
DL6296_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL6296
DL6296 STATION DESCRIPTION
DL6296
DL6296'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL6296'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL6296'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL6296'ACCESSIBLE AT THE WORLDWIDE WEB.
DL6296'https://geodesy.noaa.gov/CORS/data.shtml
DL6296'https://geodesy.noaa.gov/CORS
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