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 07:49:35 EST
DN5651 ***********************************************************************
DN5651 CORS - This is a GPS Continuously Operating Reference Station.
DN5651 DESIGNATION - VALENTINE_CN2007 CORS ARP
DN5651 CORS_ID - P339
DN5651 PID - DN5651
DN5651 STATE/COUNTY- CA/TEHAMA
DN5651 COUNTRY - US
DN5651 USGS QUAD - RAGLIN RIDGE (2018)
DN5651
DN5651 *CURRENT SURVEY CONTROL
DN5651 ______________________________________________________________________
DN5651* NAD 83(2011) POSITION- 40 02 02.78495(N) 122 40 05.64413(W) ADJUSTED
DN5651* NAD 83(2011) ELLIP HT- 980.044 (meters) (06/??/19) ADJUSTED
DN5651* NAD 83(2011) EPOCH - 2010.00
DN5651 ______________________________________________________________________
DN5651 GEOID HEIGHT - -28.365 (meters) GEOID18
DN5651 NAD 83(2011) X - -2,640,045.463 (meters) COMP
DN5651 NAD 83(2011) Y - -4,117,312.765 (meters) COMP
DN5651 NAD 83(2011) Z - 4,081,516.312 (meters) COMP
DN5651
DN5651 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5651 Standards:
DN5651 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5651 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5651 -------------------------------------------------------------------
DN5651 NETWORK 0.21 0.60 0.09 0.08 0.31 0.12819000
DN5651 -------------------------------------------------------------------
DN5651
DN5651.The coordinates were established by GPS observations
DN5651.and adjusted by the National Geodetic Survey in June 2019.
DN5651
DN5651.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5651.been affixed to the stable North American Tectonic Plate.
DN5651
DN5651.The coordinates are valid at the epoch date displayed above
DN5651.which is a decimal equivalence of Year/Month/Day.
DN5651
DN5651.Due to the release of the International GNSS Service (IGS) 2014
DN5651.realization of the International Terrestrial Reference Frame of 2014
DN5651.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5651.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5651.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5651.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5651.currently published epoch of 2010.00.
DN5651
DN5651.Additional information on MYCS2 is available at
DN5651.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5651
DN5651.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5651.GEOID18 height accuracy estimate available here.
DN5651
DN5651.The PID for the CORS L1 Phase Center is DR5948.
DN5651
DN5651.Click photographs - Photos may exist for this station.
DN5651
DN5651.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5651
DN5651.The ellipsoidal height was determined by GPS observations
DN5651.and is referenced to NAD 83.
DN5651
DN5651. The following values were computed from the NAD 83(2011) position.
DN5651
DN5651; North East Units Scale Factor Converg.
DN5651;SPC CA 1 - 578,031.199 1,942,966.314 MT 0.99999159 -0 26 13.0
DN5651;SPC CA 1 - 1,896,424.03 6,374,548.65 sFT 0.99999159 -0 26 13.0
DN5651;UTM 10 - 4,431,595.479 528,305.338 MT 0.99960986 +0 12 48.3
DN5651
DN5651! - Elev Factor x Scale Factor = Combined Factor
DN5651!SPC CA 1 - 0.99984628 x 0.99999159 = 0.99983787
DN5651!UTM 10 - 0.99984628 x 0.99960986 = 0.99945620
DN5651
DN5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK2830531595(NAD 83)
DN5651
DN5651 SUPERSEDED SURVEY CONTROL
DN5651
DN5651 NAD 83(2011)- 40 02 02.78521(N) 122 40 05.64382(W) AD(2010.00) c
DN5651 ELLIP H (01/??/12) 980.039 (m) GP(2010.00) c c
DN5651 NAD 83(CORS)- 40 02 02.78295(N) 122 40 05.64102(W) AD(2002.00) c
DN5651 ELLIP H (01/??/12) 980.043 (m) GP(2002.00) c c
DN5651
DN5651.Superseded values are not recommended for survey control.
DN5651
DN5651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5651.See file dsdata.pdf to determine how the superseded data were derived.
DN5651
DN5651_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5651
DN5651 STATION DESCRIPTION
DN5651
DN5651'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN5651'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5651'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5651'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5651'https://geodesy.noaa.gov/CORS/data.shtml
DN5651'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 07:49:35 EST
DN5653 ***********************************************************************
DN5653 CORS - This is a GPS Continuously Operating Reference Station.
DN5653 DESIGNATION - VALENTINE_CN2007 CORS GRP
DN5653 CORS_ID - P339
DN5653 PID - DN5653
DN5653 STATE/COUNTY- CA/TEHAMA
DN5653 COUNTRY - US
DN5653 USGS QUAD - RAGLIN RIDGE (2018)
DN5653
DN5653 *CURRENT SURVEY CONTROL
DN5653 ______________________________________________________________________
DN5653* NAD 83(2011) POSITION- 40 02 02.78495(N) 122 40 05.64413(W) ADJUSTED
DN5653* NAD 83(2011) ELLIP HT- 980.036 (meters) (06/??/19) ADJUSTED
DN5653* NAD 83(2011) EPOCH - 2010.00
DN5653 ______________________________________________________________________
DN5653 GEOID HEIGHT - -28.365 (meters) GEOID18
DN5653 NAD 83(2011) X - -2,640,045.459 (meters) COMP
DN5653 NAD 83(2011) Y - -4,117,312.760 (meters) COMP
DN5653 NAD 83(2011) Z - 4,081,516.307 (meters) COMP
DN5653 LAPLACE CORR - -15.35 (seconds) DEFLEC18
DN5653
DN5653 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5653 Standards:
DN5653 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5653 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5653 -------------------------------------------------------------------
DN5653 NETWORK 0.21 0.60 0.09 0.08 0.31 0.12819000
DN5653 -------------------------------------------------------------------
DN5653
DN5653.The horizontal coordinates were established by GPS observations
DN5653.and adjusted by the National Geodetic Survey in June 2019.
DN5653
DN5653.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5653.been affixed to the stable North American Tectonic Plate.
DN5653
DN5653.The horizontal coordinates are valid at the epoch date displayed above
DN5653.which is a decimal equivalence of Year/Month/Day.
DN5653
DN5653.Due to the release of the International GNSS Service (IGS) 2014
DN5653.realization of the International Terrestrial Reference Frame of 2014
DN5653.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5653.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5653.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5653.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5653.currently published epoch of 2010.00.
DN5653
DN5653.Additional information on MYCS2 is available at
DN5653.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5653
DN5653.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5653.GEOID18 height accuracy estimate available here.
DN5653
DN5653.Click photographs - Photos may exist for this station.
DN5653
DN5653.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5653
DN5653.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5653
DN5653.The ellipsoidal height was determined by GPS observations
DN5653.and is referenced to NAD 83.
DN5653
DN5653. The following values were computed from the NAD 83(2011) position.
DN5653
DN5653; North East Units Scale Factor Converg.
DN5653;SPC CA 1 - 578,031.199 1,942,966.314 MT 0.99999159 -0 26 13.0
DN5653;SPC CA 1 - 1,896,424.03 6,374,548.65 sFT 0.99999159 -0 26 13.0
DN5653;UTM 10 - 4,431,595.479 528,305.338 MT 0.99960986 +0 12 48.3
DN5653
DN5653! - Elev Factor x Scale Factor = Combined Factor
DN5653!SPC CA 1 - 0.99984628 x 0.99999159 = 0.99983787
DN5653!UTM 10 - 0.99984628 x 0.99960986 = 0.99945620
DN5653
DN5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK2830531595(NAD 83)
DN5653
DN5653 SUPERSEDED SURVEY CONTROL
DN5653
DN5653 NAD 83(2011)- 40 02 02.78521(N) 122 40 05.64382(W) AD(2010.00) A
DN5653 ELLIP H (01/??/12) 980.030 (m) GP(2010.00) 4 1
DN5653 NAD 83(CORS)- 40 02 02.78295(N) 122 40 05.64102(W) AD(2002.00) A
DN5653 ELLIP H (01/??/12) 980.035 (m) GP(2002.00) 4 1
DN5653
DN5653.Superseded values are not recommended for survey control.
DN5653
DN5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5653.See file dsdata.pdf to determine how the superseded data were derived.
DN5653
DN5653_STAMPING: UNKNOWN
DN5653
DN5653 HISTORY - Date Condition Report By
DN5653 HISTORY - UNK MONUMENTED UNAVPB
DN5653
DN5653 STATION DESCRIPTION
DN5653
DN5653'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P339'
DN5653'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5653'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5653'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5653' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5653' https://geodesy.noaa.gov/corsdata/station_log
DN5653' https://geodesy.noaa.gov/CORS
DN5653'RECOVERED AS DESCRIBED.
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