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 05:02:30 EST
DN5630 ***********************************************************************
DN5630 CORS - This is a GPS Continuously Operating Reference Station.
DN5630 DESIGNATION - CSST_SCGN_CS2000 CORS ARP
DN5630 CORS_ID - CSST
DN5630 PID - DN5630
DN5630 STATE/COUNTY- CA/VENTURA
DN5630 COUNTRY - US
DN5630 USGS QUAD - MATILIJA (2018)
DN5630
DN5630 *CURRENT SURVEY CONTROL
DN5630 ______________________________________________________________________
DN5630* NAD 83(2011) POSITION- 34 24 29.11333(N) 119 22 16.45035(W) ADJUSTED
DN5630* NAD 83(2011) ELLIP HT- 163.160 (meters) (06/??/19) ADJUSTED
DN5630* NAD 83(2011) EPOCH - 2010.00
DN5630 ______________________________________________________________________
DN5630 GEOID HEIGHT - -34.932 (meters) GEOID18
DN5630 NAD 83(2011) X - -2,583,750.225 (meters) COMP
DN5630 NAD 83(2011) Y - -4,590,805.211 (meters) COMP
DN5630 NAD 83(2011) Z - 3,583,976.752 (meters) COMP
DN5630
DN5630 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5630 Standards:
DN5630 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5630 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5630 -------------------------------------------------------------------
DN5630 NETWORK 0.12 0.35 0.05 0.05 0.18 0.28996800
DN5630 -------------------------------------------------------------------
DN5630
DN5630.The coordinates were established by GPS observations
DN5630.and adjusted by the National Geodetic Survey in June 2019.
DN5630
DN5630.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5630.been affixed to the stable North American Tectonic Plate.
DN5630
DN5630.The coordinates are valid at the epoch date displayed above
DN5630.which is a decimal equivalence of Year/Month/Day.
DN5630
DN5630.Due to the release of the International GNSS Service (IGS) 2014
DN5630.realization of the International Terrestrial Reference Frame of 2014
DN5630.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5630.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5630.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5630.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5630.currently published epoch of 2010.00.
DN5630
DN5630.Additional information on MYCS2 is available at
DN5630.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5630
DN5630.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5630.GEOID18 height accuracy estimate available here.
DN5630
DN5630.The PID for the CORS L1 Phase Center is DN5631.
DN5630
DN5630.Click photographs - Photos may exist for this station.
DN5630
DN5630.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5630
DN5630.The ellipsoidal height was determined by GPS observations
DN5630.and is referenced to NAD 83.
DN5630
DN5630. The following values were computed from the NAD 83(2011) position.
DN5630
DN5630; North East Units Scale Factor Converg.
DN5630;SPC CA 5 - 601,589.166 1,873,939.124 MT 0.99993994 -0 46 53.8
DN5630;SPC CA 5 - 1,973,713.79 6,148,081.94 sFT 0.99993994 -0 46 53.8
DN5630;UTM 11 - 3,809,954.756 282,051.523 MT 1.00018555 -1 20 25.7
DN5630
DN5630! - Elev Factor x Scale Factor = Combined Factor
DN5630!SPC CA 5 - 0.99997439 x 0.99993994 = 0.99991433
DN5630!UTM 11 - 0.99997439 x 1.00018555 = 1.00015993
DN5630
DN5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8205109954(NAD 83)
DN5630
DN5630 SUPERSEDED SURVEY CONTROL
DN5630
DN5630 NAD 83(2011)- 34 24 29.11344(N) 119 22 16.45027(W) AD(2010.00) c
DN5630 ELLIP H (01/??/12) 163.173 (m) GP(2010.00) c c
DN5630 NAD 83(CORS)- 34 24 29.10586(N) 119 22 16.44178(W) AD(2002.00) c
DN5630 ELLIP H (01/??/12) 163.169 (m) GP(2002.00) c c
DN5630
DN5630.Superseded values are not recommended for survey control.
DN5630
DN5630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5630.See file dsdata.pdf to determine how the superseded data were derived.
DN5630
DN5630_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5630
DN5630 STATION DESCRIPTION
DN5630
DN5630'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DN5630'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DN5630'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DN5630'ACCESSIBLE AT THE WORLDWIDE WEB.
DN5630'https://geodesy.noaa.gov/CORS/data.shtml
DN5630'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 05:02:30 EST
DN5632 ***********************************************************************
DN5632 CORS - This is a GPS Continuously Operating Reference Station.
DN5632 DESIGNATION - CSST_SCGN_CS2000 CORS GRP
DN5632 CORS_ID - CSST
DN5632 PID - DN5632
DN5632 STATE/COUNTY- CA/VENTURA
DN5632 COUNTRY - US
DN5632 USGS QUAD - MATILIJA (2018)
DN5632
DN5632 *CURRENT SURVEY CONTROL
DN5632 ______________________________________________________________________
DN5632* NAD 83(2011) POSITION- 34 24 29.11333(N) 119 22 16.45035(W) ADJUSTED
DN5632* NAD 83(2011) ELLIP HT- 163.151 (meters) (06/??/19) ADJUSTED
DN5632* NAD 83(2011) EPOCH - 2010.00
DN5632 ______________________________________________________________________
DN5632 GEOID HEIGHT - -34.932 (meters) GEOID18
DN5632 NAD 83(2011) X - -2,583,750.222 (meters) COMP
DN5632 NAD 83(2011) Y - -4,590,805.205 (meters) COMP
DN5632 NAD 83(2011) Z - 3,583,976.747 (meters) COMP
DN5632 LAPLACE CORR - -0.66 (seconds) DEFLEC18
DN5632
DN5632 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DN5632 Standards:
DN5632 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DN5632 Horiz Ellip SD_N SD_E SD_h (unitless)
DN5632 -------------------------------------------------------------------
DN5632 NETWORK 0.12 0.35 0.05 0.05 0.18 0.28996800
DN5632 -------------------------------------------------------------------
DN5632
DN5632.The horizontal coordinates were established by GPS observations
DN5632.and adjusted by the National Geodetic Survey in June 2019.
DN5632
DN5632.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5632.been affixed to the stable North American Tectonic Plate.
DN5632
DN5632.The horizontal coordinates are valid at the epoch date displayed above
DN5632.which is a decimal equivalence of Year/Month/Day.
DN5632
DN5632.Due to the release of the International GNSS Service (IGS) 2014
DN5632.realization of the International Terrestrial Reference Frame of 2014
DN5632.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DN5632.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DN5632.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DN5632.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DN5632.currently published epoch of 2010.00.
DN5632
DN5632.Additional information on MYCS2 is available at
DN5632.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DN5632
DN5632.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5632.GEOID18 height accuracy estimate available here.
DN5632
DN5632.Click photographs - Photos may exist for this station.
DN5632
DN5632.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5632
DN5632.The Laplace correction was computed from DEFLEC18 derived deflections.
DN5632
DN5632.The ellipsoidal height was determined by GPS observations
DN5632.and is referenced to NAD 83.
DN5632
DN5632. The following values were computed from the NAD 83(2011) position.
DN5632
DN5632; North East Units Scale Factor Converg.
DN5632;SPC CA 5 - 601,589.166 1,873,939.124 MT 0.99993994 -0 46 53.8
DN5632;SPC CA 5 - 1,973,713.79 6,148,081.94 sFT 0.99993994 -0 46 53.8
DN5632;UTM 11 - 3,809,954.756 282,051.523 MT 1.00018555 -1 20 25.7
DN5632
DN5632! - Elev Factor x Scale Factor = Combined Factor
DN5632!SPC CA 5 - 0.99997439 x 0.99993994 = 0.99991433
DN5632!UTM 11 - 0.99997439 x 1.00018555 = 1.00015993
DN5632
DN5632_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8205109954(NAD 83)
DN5632
DN5632 SUPERSEDED SURVEY CONTROL
DN5632
DN5632 NAD 83(2011)- 34 24 29.11344(N) 119 22 16.45027(W) AD(2010.00) A
DN5632 ELLIP H (01/??/12) 163.164 (m) GP(2010.00) 4 1
DN5632 NAD 83(CORS)- 34 24 29.10586(N) 119 22 16.44178(W) AD(2002.00) A
DN5632 ELLIP H (01/??/12) 163.161 (m) GP(2002.00) 4 1
DN5632
DN5632.Superseded values are not recommended for survey control.
DN5632
DN5632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5632.See file dsdata.pdf to determine how the superseded data were derived.
DN5632
DN5632_STAMPING: UNKNOWN
DN5632
DN5632 STATION DESCRIPTION
DN5632
DN5632'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CSST'
DN5632'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5632'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5632'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5632' https://geodesy.noaa.gov/corsdata/coord/coord_14
DN5632' https://geodesy.noaa.gov/corsdata/station_log
DN5632' https://geodesy.noaa.gov/CORS
DN5632'RECOVERED AS DESCRIBED.
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