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 12:45:15 EST
DN5622 ***********************************************************************
DN5622 CORS - This is a GPS Continuously Operating Reference Station.
DN5622 DESIGNATION - CHINAPEAK_CN2007 CORS ARP
DN5622 CORS_ID - P343
DN5622 PID - DN5622
DN5622 STATE/COUNTY- CA/TRINITY
DN5622 COUNTRY - US
DN5622 USGS QUAD - JIM JAM RIDGE (2018)
DN5622
DN5622 *CURRENT SURVEY CONTROL
DN5622 ______________________________________________________________________
DN5622* NAD 83(2011) POSITION- 40 53 13.64798(N) 123 20 03.10162(W) ADJUSTED
DN5622* NAD 83(2011) ELLIP HT- 1617.921 (meters) (06/??/19) ADJUSTED
DN5622* NAD 83(2011) EPOCH - 2010.00
DN5622 ______________________________________________________________________
DN5622 GEOID HEIGHT - -26.378 (meters) GEOID18
DN5622 NAD 83(2011) X - -2,654,204.782 (meters) COMP
DN5622 NAD 83(2011) Y - -4,035,390.145 (meters) COMP
DN5622 NAD 83(2011) Z - 4,154,013.753 (meters) COMP
DN5622
DN5622 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5622 Standards:
DN5622 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5622 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5622 -------------------------------------------------------------------
DN5622 NETWORK 0.17 0.49 0.07 0.07 0.25 0.23391800
DN5622 -------------------------------------------------------------------
DN5622
DN5622.The coordinates were established by GPS observations
DN5622.and adjusted by the National Geodetic Survey in June 2019.
DN5622
DN5622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5622.been affixed to the stable North American Tectonic Plate.
DN5622
DN5622.The coordinates are valid at the epoch date displayed above
DN5622.which is a decimal equivalence of Year/Month/Day.
DN5622
DN5622.Due to the release of the International GNSS Service (IGS) 2014
DN5622.realization of the International Terrestrial Reference Frame of 2014
DN5622.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5622.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5622.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5622.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5622.currently published epoch of 2010.00.
DN5622
DN5622.Additional information on MYCS2 is available at
DN5622.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5622
DN5622.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5622.GEOID18 height accuracy estimate available here.
DN5622
DN5622.The PID for the CORS L1 Phase Center is DR3593.
DN5622
DN5622.Click photographs - Photos may exist for this station.
DN5622
DN5622.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5622
DN5622.The ellipsoidal height was determined by GPS observations
DN5622.and is referenced to NAD 83.
DN5622
DN5622. The following values were computed from the NAD 83(2011) position.
DN5622
DN5622; North East Units Scale Factor Converg.
DN5622;SPC CA 1 - 673,384.624 1,887,572.128 MT 0.99989505 -0 52 20.7
DN5622;SPC CA 1 - 2,209,262.72 6,192,809.56 sFT 0.99989505 -0 52 20.7
DN5622;UTM 10 - 4,526,280.673 471,845.780 MT 0.99960976 -0 13 07.5
DN5622
DN5622! - Elev Factor x Scale Factor = Combined Factor
DN5622!SPC CA 1 - 0.99974627 x 0.99989505 = 0.99964135
DN5622!UTM 10 - 0.99974627 x 0.99960976 = 0.99935613
DN5622
DN5622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL7184526280(NAD 83)
DN5622
DN5622 SUPERSEDED SURVEY CONTROL
DN5622
DN5622 NAD 83(2011)- 40 53 13.64812(N) 123 20 03.10139(W) AD(2010.00) c
DN5622 ELLIP H (01/??/12) 1617.912 (m) GP(2010.00) c c
DN5622 NAD 83(CORS)- 40 53 13.64552(N) 123 20 03.10039(W) AD(2002.00) c
DN5622 ELLIP H (01/??/12) 1617.918 (m) GP(2002.00) c c
DN5622
DN5622.Superseded values are not recommended for survey control.
DN5622
DN5622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5622.See file dsdata.pdf to determine how the superseded data were derived.
DN5622
DN5622_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5622
DN5622 STATION DESCRIPTION
DN5622
DN5622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN5622'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5622'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5622'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5622'https://geodesy.noaa.gov/CORS/data.shtml
DN5622'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 12:45:15 EST
DN5624 ***********************************************************************
DN5624 CORS - This is a GPS Continuously Operating Reference Station.
DN5624 DESIGNATION - CHINAPEAK_CN2007 CORS GRP
DN5624 CORS_ID - P343
DN5624 PID - DN5624
DN5624 STATE/COUNTY- CA/TRINITY
DN5624 COUNTRY - US
DN5624 USGS QUAD - JIM JAM RIDGE (2018)
DN5624
DN5624 *CURRENT SURVEY CONTROL
DN5624 ______________________________________________________________________
DN5624* NAD 83(2011) POSITION- 40 53 13.64798(N) 123 20 03.10162(W) ADJUSTED
DN5624* NAD 83(2011) ELLIP HT- 1617.913 (meters) (06/??/19) ADJUSTED
DN5624* NAD 83(2011) EPOCH - 2010.00
DN5624 ______________________________________________________________________
DN5624 GEOID HEIGHT - -26.378 (meters) GEOID18
DN5624 NAD 83(2011) X - -2,654,204.779 (meters) COMP
DN5624 NAD 83(2011) Y - -4,035,390.140 (meters) COMP
DN5624 NAD 83(2011) Z - 4,154,013.748 (meters) COMP
DN5624 LAPLACE CORR - 15.02 (seconds) DEFLEC18
DN5624
DN5624 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5624 Standards:
DN5624 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5624 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5624 -------------------------------------------------------------------
DN5624 NETWORK 0.17 0.49 0.07 0.07 0.25 0.23391800
DN5624 -------------------------------------------------------------------
DN5624
DN5624.The horizontal coordinates were established by GPS observations
DN5624.and adjusted by the National Geodetic Survey in June 2019.
DN5624
DN5624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5624.been affixed to the stable North American Tectonic Plate.
DN5624
DN5624.The horizontal coordinates are valid at the epoch date displayed above
DN5624.which is a decimal equivalence of Year/Month/Day.
DN5624
DN5624.Due to the release of the International GNSS Service (IGS) 2014
DN5624.realization of the International Terrestrial Reference Frame of 2014
DN5624.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5624.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5624.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5624.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5624.currently published epoch of 2010.00.
DN5624
DN5624.Additional information on MYCS2 is available at
DN5624.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5624
DN5624.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5624.GEOID18 height accuracy estimate available here.
DN5624
DN5624.Click photographs - Photos may exist for this station.
DN5624
DN5624.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5624
DN5624.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5624
DN5624.The ellipsoidal height was determined by GPS observations
DN5624.and is referenced to NAD 83.
DN5624
DN5624. The following values were computed from the NAD 83(2011) position.
DN5624
DN5624; North East Units Scale Factor Converg.
DN5624;SPC CA 1 - 673,384.624 1,887,572.128 MT 0.99989505 -0 52 20.7
DN5624;SPC CA 1 - 2,209,262.72 6,192,809.56 sFT 0.99989505 -0 52 20.7
DN5624;UTM 10 - 4,526,280.673 471,845.780 MT 0.99960976 -0 13 07.5
DN5624
DN5624! - Elev Factor x Scale Factor = Combined Factor
DN5624!SPC CA 1 - 0.99974628 x 0.99989505 = 0.99964135
DN5624!UTM 10 - 0.99974628 x 0.99960976 = 0.99935613
DN5624
DN5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL7184526280(NAD 83)
DN5624
DN5624 SUPERSEDED SURVEY CONTROL
DN5624
DN5624 NAD 83(2011)- 40 53 13.64812(N) 123 20 03.10139(W) AD(2010.00) A
DN5624 ELLIP H (01/??/12) 1617.904 (m) GP(2010.00) 4 1
DN5624 NAD 83(CORS)- 40 53 13.64552(N) 123 20 03.10039(W) AD(2002.00) A
DN5624 ELLIP H (01/??/12) 1617.909 (m) GP(2002.00) 4 1
DN5624
DN5624.Superseded values are not recommended for survey control.
DN5624
DN5624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5624.See file dsdata.pdf to determine how the superseded data were derived.
DN5624
DN5624_STAMPING: UNKNOWN
DN5624
DN5624 STATION DESCRIPTION
DN5624
DN5624'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P343'
DN5624'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5624'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5624'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5624' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5624' https://geodesy.noaa.gov/corsdata/station_log
DN5624' https://geodesy.noaa.gov/CORS
DN5624'RECOVERED AS DESCRIBED.
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