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 12:03:47 EST
DP8361 ***********************************************************************
DP8361 CORS - This is a GPS Continuously Operating Reference Station.
DP8361 DESIGNATION - WRIGHTSPT_OR2007 CORS ARP
DP8361 CORS_ID - P392
DP8361 PID - DP8361
DP8361 STATE/COUNTY- OR/HARNEY
DP8361 COUNTRY - US
DP8361 USGS QUAD - DOG MOUNTAIN (2017)
DP8361
DP8361 *CURRENT SURVEY CONTROL
DP8361 ______________________________________________________________________
DP8361* NAD 83(2011) POSITION- 43 26 48.31601(N) 119 00 03.54647(W) ADJUSTED
DP8361* NAD 83(2011) ELLIP HT- 1316.033 (meters) (06/??/19) ADJUSTED
DP8361* NAD 83(2011) EPOCH - 2010.00
DP8361 ______________________________________________________________________
DP8361 GEOID HEIGHT - -19.322 (meters) GEOID18
DP8361 NAD 83(2011) X - -2,249,061.778 (meters) COMP
DP8361 NAD 83(2011) Y - -4,057,250.333 (meters) COMP
DP8361 NAD 83(2011) Z - 4,364,573.797 (meters) COMP
DP8361
DP8361 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DP8361 Standards:
DP8361 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DP8361 Horiz Ellip SD_N SD_E SD_h (unitless)
DP8361 -------------------------------------------------------------------
DP8361 NETWORK 0.13 0.33 0.06 0.05 0.17 0.24081900
DP8361 -------------------------------------------------------------------
DP8361
DP8361.The coordinates were established by GPS observations
DP8361.and adjusted by the National Geodetic Survey in June 2019.
DP8361
DP8361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DP8361.been affixed to the stable North American Tectonic Plate.
DP8361
DP8361.The coordinates are valid at the epoch date displayed above
DP8361.which is a decimal equivalence of Year/Month/Day.
DP8361
DP8361.Due to the release of the International GNSS Service (IGS) 2014
DP8361.realization of the International Terrestrial Reference Frame of 2014
DP8361.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DP8361.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DP8361.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DP8361.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DP8361.currently published epoch of 2010.00.
DP8361
DP8361.Additional information on MYCS2 is available at
DP8361.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DP8361
DP8361.Significant digits in the geoid height do not necessarily reflect accuracy.
DP8361.GEOID18 height accuracy estimate available here.
DP8361
DP8361.The PID for the CORS L1 Phase Center is DP8362.
DP8361
DP8361.Click photographs - Photos may exist for this station.
DP8361
DP8361.The XYZ, and position/ellipsoidal ht. are equivalent.
DP8361
DP8361.The ellipsoidal height was determined by GPS observations
DP8361.and is referenced to NAD 83.
DP8361
DP8361. The following values were computed from the NAD 83(2011) position.
DP8361
DP8361; North East Units Scale Factor Converg.
DP8361;SPC OR S - 198,823.504 1,621,323.988 MT 0.99990637 +1 01 32.0
DP8361;SPC OR S - 652,308.08 5,319,304.42 iFT 0.99990637 +1 01 32.0
DP8361;UTM 11 - 4,812,372.744 338,087.777 MT 0.99992248 -1 22 34.8
DP8361
DP8361! - Elev Factor x Scale Factor = Combined Factor
DP8361!SPC OR S - 0.99979367 x 0.99990637 = 0.99970006
DP8361!UTM 11 - 0.99979367 x 0.99992248 = 0.99971616
DP8361
DP8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3808712372(NAD 83)
DP8361
DP8361 SUPERSEDED SURVEY CONTROL
DP8361
DP8361 NAD 83(2011)- 43 26 48.31608(N) 119 00 03.54657(W) AD(2010.00) c
DP8361 ELLIP H (08/??/15) 1316.030 (m) GP(2010.00) c c
DP8361
DP8361.Superseded values are not recommended for survey control.
DP8361
DP8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DP8361.See file dsdata.pdf to determine how the superseded data were derived.
DP8361
DP8361_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DP8361
DP8361 STATION DESCRIPTION
DP8361
DP8361'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DP8361'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DP8361'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DP8361'ACCESSIBLE AT THE WORLDWIDE WEB.
DP8361'https://geodesy.noaa.gov/CORS/data.shtml
DP8361'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 12:03:47 EST
DP8363 ***********************************************************************
DP8363 CORS - This is a GPS Continuously Operating Reference Station.
DP8363 DESIGNATION - WRIGHTSPT_OR2007 CORS GRP
DP8363 CORS_ID - P392
DP8363 PID - DP8363
DP8363 STATE/COUNTY- OR/HARNEY
DP8363 COUNTRY - US
DP8363 USGS QUAD - DOG MOUNTAIN (2017)
DP8363
DP8363 *CURRENT SURVEY CONTROL
DP8363 ______________________________________________________________________
DP8363* NAD 83(2011) POSITION- 43 26 48.31601(N) 119 00 03.54647(W) ADJUSTED
DP8363* NAD 83(2011) ELLIP HT- 1316.025 (meters) (06/??/19) ADJUSTED
DP8363* NAD 83(2011) EPOCH - 2010.00
DP8363 ______________________________________________________________________
DP8363 GEOID HEIGHT - -19.322 (meters) GEOID18
DP8363 NAD 83(2011) X - -2,249,061.775 (meters) COMP
DP8363 NAD 83(2011) Y - -4,057,250.327 (meters) COMP
DP8363 NAD 83(2011) Z - 4,364,573.791 (meters) COMP
DP8363 LAPLACE CORR - 0.81 (seconds) DEFLEC18
DP8363
DP8363 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DP8363 Standards:
DP8363 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DP8363 Horiz Ellip SD_N SD_E SD_h (unitless)
DP8363 -------------------------------------------------------------------
DP8363 NETWORK 0.13 0.33 0.06 0.05 0.17 0.24081900
DP8363 -------------------------------------------------------------------
DP8363
DP8363.The horizontal coordinates were established by GPS observations
DP8363.and adjusted by the National Geodetic Survey in June 2019.
DP8363
DP8363.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DP8363.been affixed to the stable North American Tectonic Plate.
DP8363
DP8363.The horizontal coordinates are valid at the epoch date displayed above
DP8363.which is a decimal equivalence of Year/Month/Day.
DP8363
DP8363.Due to the release of the International GNSS Service (IGS) 2014
DP8363.realization of the International Terrestrial Reference Frame of 2014
DP8363.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DP8363.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DP8363.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DP8363.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DP8363.currently published epoch of 2010.00.
DP8363
DP8363.Additional information on MYCS2 is available at
DP8363.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DP8363
DP8363.Significant digits in the geoid height do not necessarily reflect accuracy.
DP8363.GEOID18 height accuracy estimate available here.
DP8363
DP8363.Click photographs - Photos may exist for this station.
DP8363
DP8363.The XYZ, and position/ellipsoidal ht. are equivalent.
DP8363
DP8363.The Laplace correction was computed from DEFLEC18 derived deflections.
DP8363
DP8363.The ellipsoidal height was determined by GPS observations
DP8363.and is referenced to NAD 83.
DP8363
DP8363. The following values were computed from the NAD 83(2011) position.
DP8363
DP8363; North East Units Scale Factor Converg.
DP8363;SPC OR S - 198,823.504 1,621,323.988 MT 0.99990637 +1 01 32.0
DP8363;SPC OR S - 652,308.08 5,319,304.42 iFT 0.99990637 +1 01 32.0
DP8363;UTM 11 - 4,812,372.744 338,087.777 MT 0.99992248 -1 22 34.8
DP8363
DP8363! - Elev Factor x Scale Factor = Combined Factor
DP8363!SPC OR S - 0.99979367 x 0.99990637 = 0.99970006
DP8363!UTM 11 - 0.99979367 x 0.99992248 = 0.99971617
DP8363
DP8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLJ3808712372(NAD 83)
DP8363
DP8363 SUPERSEDED SURVEY CONTROL
DP8363
DP8363 NAD 83(2011)- 43 26 48.31608(N) 119 00 03.54657(W) AD(2010.00) A
DP8363 ELLIP H (08/??/15) 1316.022 (m) GP(2010.00) 4 1
DP8363
DP8363.Superseded values are not recommended for survey control.
DP8363
DP8363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DP8363.See file dsdata.pdf to determine how the superseded data were derived.
DP8363
DP8363_STAMPING: UNKNOWN
DP8363
DP8363 STATION DESCRIPTION
DP8363
DP8363'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P392'
DP8363'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DP8363'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DP8363'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DP8363' https://geodesy.noaa.gov/corsdata/coord/coord_14
DP8363' https://geodesy.noaa.gov/corsdata/station_log
DP8363' https://geodesy.noaa.gov/CORS
DP8363'RECOVERED AS DESCRIBED.
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