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 17, 2025 16:32:56 EST
DH8043 ***********************************************************************
DH8043 CORS - This is a GPS Continuously Operating Reference Station.
DH8043 DESIGNATION - CCCC_SCGN_CS2000 CORS ARP
DH8043 CORS_ID - CCCC
DH8043 PID - DH8043
DH8043 STATE/COUNTY- CA/KERN
DH8043 COUNTRY - US
DH8043 USGS QUAD - RIDGECREST SOUTH (2018)
DH8043
DH8043 *CURRENT SURVEY CONTROL
DH8043 ______________________________________________________________________
DH8043* NAD 83(2011) POSITION- 35 33 55.11846(N) 117 40 16.17436(W) ADJUSTED
DH8043* NAD 83(2011) ELLIP HT- 814.659 (meters) (05/??/21) ADJUSTED
DH8043* NAD 83(2011) EPOCH - 2010.00
DH8043* NAVD 88 ORTHO HEIGHT - 845.149 (meters) 2772.79 (feet) ADJUSTED
DH8043 ______________________________________________________________________
DH8043 GEOID HEIGHT - -30.514 (meters) GEOID18
DH8043 NAD 83(2011) X - -2,412,475.052 (meters) COMP
DH8043 NAD 83(2011) Y - -4,600,713.175 (meters) COMP
DH8043 NAD 83(2011) Z - 3,689,538.689 (meters) COMP
DH8043 VERT ORDER - SECOND CLASS II
DH8043
DH8043 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH8043 Standards:
DH8043 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH8043 Horiz Ellip SD_N SD_E SD_h (unitless)
DH8043 -------------------------------------------------------------------
DH8043 NETWORK 0.12 0.36 0.05 0.05 0.19 0.11556600
DH8043 -------------------------------------------------------------------
DH8043
DH8043.The coordinates were established by GPS observations
DH8043.and adjusted by the National Geodetic Survey in May 2021.
DH8043
DH8043.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH8043.been affixed to the stable North American Tectonic Plate.
DH8043
DH8043.The coordinates are valid at the epoch date displayed above
DH8043.which is a decimal equivalence of Year/Month/Day.
DH8043
DH8043.Due to the release of the International GNSS Service (IGS) 2014
DH8043.realization of the International Terrestrial Reference Frame of 2014
DH8043.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH8043.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH8043.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH8043.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH8043.currently published epoch of 2010.00.
DH8043
DH8043.Additional information on MYCS2 is available at
DH8043.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH8043
DH8043.The orthometric height was determined by differential leveling and
DH8043.adjusted by the NATIONAL GEODETIC SURVEY
DH8043.in April 2006.
DH8043
DH8043.No vertical observational check was made to the station.
DH8043
DH8043.Significant digits in the geoid height do not necessarily reflect accuracy.
DH8043.GEOID18 height accuracy estimate available here.
DH8043
DH8043.The PID for the CORS L1 Phase Center is DN5626.
DH8043
DH8043.Click photographs - Photos may exist for this station.
DH8043
DH8043.The XYZ, and position/ellipsoidal ht. are equivalent.
DH8043
DH8043.The ellipsoidal height was determined by GPS observations
DH8043.and is referenced to NAD 83.
DH8043
DH8043. The following values were computed from the NAD 83(2011) position.
DH8043
DH8043; North East Units Scale Factor Converg.
DH8043;SPC CA 5 - 729,154.118 2,029,811.957 MT 1.00002299 +0 11 14.8
DH8043;SPC CA 5 - 2,392,233.14 6,659,474.73 sFT 1.00002299 +0 11 14.8
DH8043;UTM 11 - 3,935,943.999 439,179.318 MT 0.99964558 -0 23 25.4
DH8043
DH8043! - Elev Factor x Scale Factor = Combined Factor
DH8043!SPC CA 5 - 0.99987215 x 1.00002299 = 0.99989514
DH8043!UTM 11 - 0.99987215 x 0.99964558 = 0.99951778
DH8043
DH8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV3917935943(NAD 83)
DH8043
DH8043 SUPERSEDED SURVEY CONTROL
DH8043
DH8043 NAD 83(2011)- 35 33 55.11055(N) 117 40 16.17087(W) AD(2010.00) c
DH8043 ELLIP H (06/??/19) 814.647 (m) GP(2010.00) c c
DH8043 NAD 83(2011)- 35 33 55.11065(N) 117 40 16.17072(W) AD(2010.00) c
DH8043 ELLIP H (01/??/12) 814.647 (m) GP(2010.00) c c
DH8043 NAD 83(CORS)- 35 33 55.10757(N) 117 40 16.16852(W) AD(2002.00) c
DH8043 ELLIP H (01/??/12) 814.643 (m) GP(2002.00) c c
DH8043
DH8043.Superseded values are not recommended for survey control.
DH8043
DH8043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH8043.See file dsdata.pdf to determine how the superseded data were derived.
DH8043
DH8043_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH8043_MAGNETIC: N = NO MAGNETIC MATERIAL
DH8043
DH8043 STATION DESCRIPTION
DH8043
DH8043'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
DH8043'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH8043'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH8043'ACCESSIBLE AT THE WORLDWIDE WEB.
DH8043'https://geodesy.noaa.gov/CORS/data.shtml
DH8043'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 16:32:56 EST
DH6806 ***********************************************************************
DH6806 CORS - This is a GPS Continuously Operating Reference Station.
DH6806 DESIGNATION - CCCC_SCGN_CS2000 CORS GRP
DH6806 CORS_ID - CCCC
DH6806 PID - DH6806
DH6806 STATE/COUNTY- CA/KERN
DH6806 COUNTRY - US
DH6806 USGS QUAD - RIDGECREST SOUTH (2018)
DH6806
DH6806 *CURRENT SURVEY CONTROL
DH6806 ______________________________________________________________________
DH6806* NAD 83(2011) POSITION- 35 33 55.11846(N) 117 40 16.17436(W) ADJUSTED
DH6806* NAD 83(2011) ELLIP HT- 814.650 (meters) (05/??/21) ADJUSTED
DH6806* NAD 83(2011) EPOCH - 2010.00
DH6806* NAVD 88 ORTHO HEIGHT - 845.141 (meters) 2772.77 (feet) ADJUSTED
DH6806 ______________________________________________________________________
DH6806 GEOID HEIGHT - -30.514 (meters) GEOID18
DH6806 NAD 83(2011) X - -2,412,475.049 (meters) COMP
DH6806 NAD 83(2011) Y - -4,600,713.169 (meters) COMP
DH6806 NAD 83(2011) Z - 3,689,538.684 (meters) COMP
DH6806 LAPLACE CORR - 0.69 (seconds) DEFLEC18
DH6806 VERT ORDER - SECOND CLASS II
DH6806
DH6806 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH6806 Standards:
DH6806 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH6806 Horiz Ellip SD_N SD_E SD_h (unitless)
DH6806 -------------------------------------------------------------------
DH6806 NETWORK 0.12 0.36 0.05 0.05 0.19 0.11556600
DH6806 -------------------------------------------------------------------
DH6806
DH6806.The horizontal coordinates were established by GPS observations
DH6806.and adjusted by the National Geodetic Survey in May 2021.
DH6806
DH6806.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH6806.been affixed to the stable North American Tectonic Plate.
DH6806
DH6806.The horizontal coordinates are valid at the epoch date displayed above
DH6806.which is a decimal equivalence of Year/Month/Day.
DH6806
DH6806.Due to the release of the International GNSS Service (IGS) 2014
DH6806.realization of the International Terrestrial Reference Frame of 2014
DH6806.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH6806.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH6806.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH6806.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH6806.currently published epoch of 2010.00.
DH6806
DH6806.Additional information on MYCS2 is available at
DH6806.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH6806
DH6806.The orthometric height was determined by differential leveling and
DH6806.adjusted by the NATIONAL GEODETIC SURVEY
DH6806.in April 2006.
DH6806
DH6806.No vertical observational check was made to the station.
DH6806
DH6806.Significant digits in the geoid height do not necessarily reflect accuracy.
DH6806.GEOID18 height accuracy estimate available here.
DH6806
DH6806.Click photographs - Photos may exist for this station.
DH6806
DH6806.The XYZ, and position/ellipsoidal ht. are equivalent.
DH6806
DH6806.The Laplace correction was computed from DEFLEC18 derived deflections.
DH6806
DH6806.The ellipsoidal height was determined by GPS observations
DH6806.and is referenced to NAD 83.
DH6806
DH6806. The following values were computed from the NAD 83(2011) position.
DH6806
DH6806; North East Units Scale Factor Converg.
DH6806;SPC CA 5 - 729,154.118 2,029,811.957 MT 1.00002299 +0 11 14.8
DH6806;SPC CA 5 - 2,392,233.14 6,659,474.73 sFT 1.00002299 +0 11 14.8
DH6806;UTM 11 - 3,935,943.999 439,179.318 MT 0.99964558 -0 23 25.4
DH6806
DH6806! - Elev Factor x Scale Factor = Combined Factor
DH6806!SPC CA 5 - 0.99987215 x 1.00002299 = 0.99989514
DH6806!UTM 11 - 0.99987215 x 0.99964558 = 0.99951778
DH6806
DH6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMV3917935943(NAD 83)
DH6806
DH6806 SUPERSEDED SURVEY CONTROL
DH6806
DH6806 NAD 83(2011)- 35 33 55.11055(N) 117 40 16.17087(W) AD(2010.00) A
DH6806 ELLIP H (06/??/19) 814.639 (m) GP(2010.00) 4 1
DH6806 NAD 83(2011)- 35 33 55.11065(N) 117 40 16.17072(W) AD(2010.00) A
DH6806 ELLIP H (01/??/12) 814.638 (m) GP(2010.00) 4 1
DH6806 NAD 83(CORS)- 35 33 55.10757(N) 117 40 16.16852(W) AD(2002.00) A
DH6806 ELLIP H (01/??/12) 814.635 (m) GP(2002.00) 4 1
DH6806
DH6806.Superseded values are not recommended for survey control.
DH6806
DH6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH6806.See file dsdata.pdf to determine how the superseded data were derived.
DH6806
DH6806_MARKER: Z = SEE DESCRIPTION
DH6806_SETTING: 0 = UNSPECIFIED SETTING
DH6806_SP_SET: CGPS SITE DB MONUMENT
DH6806_STAMPING: UNKNOWN
DH6806_MAGNETIC: N = NO MAGNETIC MATERIAL
DH6806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
DH6806
DH6806 HISTORY - Date Condition Report By
DH6806 HISTORY - 2004 MONUMENTED USGS
DH6806
DH6806 STATION DESCRIPTION
DH6806
DH6806'DESCRIBED BY US GEOLOGICAL SURVEY 2004 (MSP)
DH6806'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CCCC'
DH6806'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DH6806'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DH6806'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DH6806' https://geodesy.noaa.gov/corsdata/coord/coord_14
DH6806' https://geodesy.noaa.gov/corsdata/station_log
DH6806' https://geodesy.noaa.gov/CORS
DH6806'RECOVERED AS DESCRIBED.
*** retrieval complete.
Elapsed Time = 00:00:03