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 20, 2025 01:03:50 EST
DQ5339 ***********************************************************************
DQ5339 HT_MOD - This is a Height Modernization Survey Station.
DQ5339 CORS - This is a GPS Continuously Operating Reference Station.
DQ5339 DESIGNATION - NCBT BETHEL CORS ARP
DQ5339 CORS_ID - NCBT
DQ5339 PID - DQ5339
DQ5339 STATE/COUNTY- NC/HAYWOOD
DQ5339 COUNTRY - US
DQ5339 USGS QUAD - WAYNESVILLE (2019)
DQ5339
DQ5339 *CURRENT SURVEY CONTROL
DQ5339 ______________________________________________________________________
DQ5339* NAD 83(2011) POSITION- 35 28 21.62555(N) 082 53 40.58450(W) ADJUSTED
DQ5339* NAD 83(2011) ELLIP HT- 806.710 (meters) (02/??/23) ADJUSTED
DQ5339* NAD 83(2011) EPOCH - 2010.00
DQ5339* NAVD 88 ORTHO HEIGHT - 835.53 (meters) 2741.2 (feet) GPS OBS
DQ5339 ______________________________________________________________________
DQ5339 NAVD 88 orthometric height was determined with geoid model GEOID12B
DQ5339 GEOID HEIGHT - -28.843 (meters) GEOID12B
DQ5339 GEOID HEIGHT - -28.793 (meters) GEOID18
DQ5339 NAD 83(2011) X - 643,315.837 (meters) COMP
DQ5339 NAD 83(2011) Y - -5,160,887.384 (meters) COMP
DQ5339 NAD 83(2011) Z - 3,681,167.443 (meters) COMP
DQ5339
DQ5339.Formal positional accuracy estimates are not available for this CORS
DQ5339.because its coordinates were determined in part using modeled
DQ5339.velocities. Approximate one-sigma accuracies for latitude, longitude,
DQ5339.and ellipsoid height can be obtained from the short-term time series.
DQ5339.Additional information regarding modeled velocities is available on
DQ5339.the CORS Coordinates for MYCS2 web page:
DQ5339.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
DQ5339
DQ5339.The coordinates were established by GPS observations
DQ5339.and adjusted by the National Geodetic Survey in February 2023.
DQ5339
DQ5339.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DQ5339.been affixed to the stable North American Tectonic Plate.
DQ5339
DQ5339.The coordinates are valid at the epoch date displayed above
DQ5339.which is a decimal equivalence of Year/Month/Day.
DQ5339
DQ5339.Due to the release of the International GNSS Service (IGS) 2014
DQ5339.realization of the International Terrestrial Reference Frame of 2014
DQ5339.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DQ5339.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DQ5339.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DQ5339.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DQ5339.currently published epoch of 2010.00.
DQ5339
DQ5339.Additional information on MYCS2 is available at
DQ5339.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DQ5339
DQ5339.The orthometric height was determined by GPS observations and a
DQ5339.high-resolution geoid model using precise GPS observation and
DQ5339.processing techniques.
DQ5339
DQ5339.Significant digits in the geoid height do not necessarily reflect accuracy.
DQ5339.GEOID18 height accuracy estimate available here.
DQ5339
DQ5339.The PID for the CORS L1 Phase Center is DS2944.
DQ5339
DQ5339.Click photographs - Photos may exist for this station.
DQ5339
DQ5339.The XYZ, and position/ellipsoidal ht. are equivalent.
DQ5339
DQ5339.The ellipsoidal height was determined by GPS observations
DQ5339.and is referenced to NAD 83.
DQ5339
DQ5339. The following values were computed from the NAD 83(2011) position.
DQ5339
DQ5339; North East Units Scale Factor Converg.
DQ5339;SPC NC - 198,028.968 256,259.358 MT 0.99988000 -2 14 52.3
DQ5339;SPC NC - 649,700.04 840,744.24 sFT 0.99988000 -2 14 52.3
DQ5339;UTM 17 - 3,927,112.477 328,103.745 MT 0.99996414 -1 05 59.1
DQ5339
DQ5339! - Elev Factor x Scale Factor = Combined Factor
DQ5339!SPC NC - 0.99987340 x 0.99988000 = 0.99975341
DQ5339!UTM 17 - 0.99987340 x 0.99996414 = 0.99983754
DQ5339
DQ5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2810327112(NAD 83)
DQ5339
DQ5339 SUPERSEDED SURVEY CONTROL
DQ5339
DQ5339 ELLIP H (05/05/17) 806.727 (m) GP(2010.00) 0 0
DQ5339 NAD 83(2011)- 35 28 21.62522(N) 082 53 40.58459(W) AD(2010.00) c
DQ5339
DQ5339.Superseded values are not recommended for survey control.
DQ5339
DQ5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DQ5339.See file dsdata.pdf to determine how the superseded data were derived.
DQ5339
DQ5339_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DQ5339_MAGNETIC: O = OTHER; SEE DESCRIPTION
DQ5339
DQ5339 STATION DESCRIPTION
DQ5339
DQ5339'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
DQ5339'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DQ5339'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DQ5339'ACCESSIBLE AT THE WORLDWIDE WEB.
DQ5339'https://geodesy.noaa.gov/CORS/data.shtml
DQ5339'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 01:03:50 EST
DR8629 ***********************************************************************
DR8629 HT_MOD - This is a Height Modernization Survey Station.
DR8629 CORS - This is a GPS Continuously Operating Reference Station.
DR8629 DESIGNATION - NCBT BETHEL CORS GRP
DR8629 CORS_ID - NCBT
DR8629 PID - DR8629
DR8629 STATE/COUNTY- NC/HAYWOOD
DR8629 COUNTRY - US
DR8629 USGS QUAD - WAYNESVILLE (2019)
DR8629
DR8629 *CURRENT SURVEY CONTROL
DR8629 ______________________________________________________________________
DR8629* NAD 83(2011) POSITION- 35 28 21.62555(N) 082 53 40.58450(W) ADJUSTED
DR8629* NAD 83(2011) ELLIP HT- 806.675 (meters) (02/??/23) ADJUSTED
DR8629* NAD 83(2011) EPOCH - 2010.00
DR8629* NAVD 88 ORTHO HEIGHT - 835.48 (meters) 2741.1 (feet) GPS OBS
DR8629 ______________________________________________________________________
DR8629 GEOID HEIGHT - -28.793 (meters) GEOID18
DR8629 NAD 83(2011) X - 643,315.833 (meters) COMP
DR8629 NAD 83(2011) Y - -5,160,887.356 (meters) COMP
DR8629 NAD 83(2011) Z - 3,681,167.422 (meters) COMP
DR8629 LAPLACE CORR - -4.19 (seconds) DEFLEC18
DR8629
DR8629.Formal positional accuracy estimates are not available for this CORS
DR8629.because its coordinates were determined in part using modeled
DR8629.velocities. Approximate one-sigma accuracies for latitude, longitude,
DR8629.and ellipsoid height can be obtained from the short-term time series.
DR8629.Additional information regarding modeled velocities is available on
DR8629.the CORS Coordinates for MYCS2 web page:
DR8629.https://www.ngs.noaa.gov/CORS/news/mycs2/mycs2.shtml.
DR8629
DR8629.The horizontal coordinates were established by GPS observations
DR8629.and adjusted by the National Geodetic Survey in February 2023.
DR8629
DR8629.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DR8629.been affixed to the stable North American Tectonic Plate.
DR8629
DR8629.The horizontal coordinates are valid at the epoch date displayed above
DR8629.which is a decimal equivalence of Year/Month/Day.
DR8629
DR8629.Due to the release of the International GNSS Service (IGS) 2014
DR8629.realization of the International Terrestrial Reference Frame of 2014
DR8629.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DR8629.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DR8629.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DR8629.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DR8629.currently published epoch of 2010.00.
DR8629
DR8629.Additional information on MYCS2 is available at
DR8629.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DR8629
DR8629.The orthometric height was determined by GPS observations and a
DR8629.high-resolution geoid model using precise GPS observation and
DR8629.processing techniques.
DR8629
DR8629.Significant digits in the geoid height do not necessarily reflect accuracy.
DR8629.GEOID18 height accuracy estimate available here.
DR8629
DR8629.Click photographs - Photos may exist for this station.
DR8629
DR8629.The XYZ, and position/ellipsoidal ht. are equivalent.
DR8629
DR8629.The Laplace correction was computed from DEFLEC18 derived deflections.
DR8629
DR8629.The ellipsoidal height was determined by GPS observations
DR8629.and is referenced to NAD 83.
DR8629
DR8629. The following values were computed from the NAD 83(2011) position.
DR8629
DR8629; North East Units Scale Factor Converg.
DR8629;SPC NC - 198,028.968 256,259.358 MT 0.99988000 -2 14 52.3
DR8629;SPC NC - 649,700.04 840,744.24 sFT 0.99988000 -2 14 52.3
DR8629;UTM 17 - 3,927,112.477 328,103.745 MT 0.99996414 -1 05 59.1
DR8629
DR8629! - Elev Factor x Scale Factor = Combined Factor
DR8629!SPC NC - 0.99987340 x 0.99988000 = 0.99975342
DR8629!UTM 17 - 0.99987340 x 0.99996414 = 0.99983755
DR8629
DR8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLV2810327112(NAD 83)
DR8629
DR8629 SUPERSEDED SURVEY CONTROL
DR8629
DR8629.No superseded survey control is available for this station.
DR8629
DR8629_STAMPING: UNKNOWN
DR8629
DR8629 STATION DESCRIPTION
DR8629
DR8629'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NCBT'
DR8629'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DR8629'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DR8629'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DR8629' https://geodesy.noaa.gov/corsdata/coord/coord_14
DR8629' https://geodesy.noaa.gov/corsdata/station_log
DR8629' https://geodesy.noaa.gov/CORS
DR8629'RECOVERED AS DESCRIBED.
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