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 05:55:35 EST
DL7689 ***********************************************************************
DL7689 CORS - This is a GPS Continuously Operating Reference Station.
DL7689 DESIGNATION - CRU1_SCGN_CS2000 CORS ARP
DL7689 CORS_ID - CRU1
DL7689 PID - DL7689
DL7689 STATE/COUNTY- CA/SANTA BARBARA
DL7689 COUNTRY - US
DL7689 USGS QUAD - SANTA CRUZ ISLAND B (2018)
DL7689
DL7689 *CURRENT SURVEY CONTROL
DL7689 ______________________________________________________________________
DL7689* NAD 83(2011) POSITION- 34 01 45.32434(N) 119 47 05.27204(W) ADJUSTED
DL7689* NAD 83(2011) ELLIP HT- 702.848 (meters) (06/??/19) ADJUSTED
DL7689* NAD 83(2011) EPOCH - 2010.00
DL7689 ______________________________________________________________________
DL7689 GEOID HEIGHT - -35.716 (meters) GEOID18
DL7689 NAD 83(2011) X - -2,628,780.291 (meters) COMP
DL7689 NAD 83(2011) Y - -4,592,934.491 (meters) COMP
DL7689 NAD 83(2011) Z - 3,549,529.849 (meters) COMP
DL7689
DL7689 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7689 Standards:
DL7689 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7689 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7689 -------------------------------------------------------------------
DL7689 NETWORK 0.22 0.71 0.09 0.09 0.36 0.10896400
DL7689 -------------------------------------------------------------------
DL7689
DL7689.The coordinates were established by GPS observations
DL7689.and adjusted by the National Geodetic Survey in June 2019.
DL7689
DL7689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7689.been affixed to the stable North American Tectonic Plate.
DL7689
DL7689.The coordinates are valid at the epoch date displayed above
DL7689.which is a decimal equivalence of Year/Month/Day.
DL7689
DL7689.Due to the release of the International GNSS Service (IGS) 2014
DL7689.realization of the International Terrestrial Reference Frame of 2014
DL7689.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7689.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7689.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7689.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7689.currently published epoch of 2010.00.
DL7689
DL7689.Additional information on MYCS2 is available at
DL7689.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7689
DL7689.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7689.GEOID18 height accuracy estimate available here.
DL7689
DL7689.The PID for the CORS L1 Phase Center is DL7690.
DL7689
DL7689.Click photographs - Photos may exist for this station.
DL7689
DL7689.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7689
DL7689.The ellipsoidal height was determined by GPS observations
DL7689.and is referenced to NAD 83.
DL7689
DL7689. The following values were computed from the NAD 83(2011) position.
DL7689
DL7689; North East Units Scale Factor Converg.
DL7689;SPC CA 5 - 560,171.794 1,835,176.904 MT 1.00000089 -1 01 02.5
DL7689;SPC CA 5 - 1,837,830.29 6,020,909.56 sFT 1.00000089 -1 01 02.5
DL7689;UTM 11 - 3,768,898.337 242,880.035 MT 1.00041504 -1 33 33.4
DL7689
DL7689! - Elev Factor x Scale Factor = Combined Factor
DL7689!SPC CA 5 - 0.99988968 x 1.00000089 = 0.99989057
DL7689!UTM 11 - 0.99988968 x 1.00041504 = 1.00030467
DL7689
DL7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT4288068898(NAD 83)
DL7689
DL7689 SUPERSEDED SURVEY CONTROL
DL7689
DL7689 NAD 83(2011)- 34 01 45.32438(N) 119 47 05.27207(W) AD(2010.00) c
DL7689 ELLIP H (08/??/11) 702.836 (m) GP(2010.00) c c
DL7689 NAD 83(CORS)- 34 01 45.31503(N) 119 47 05.26281(W) AD(2002.00) c
DL7689 ELLIP H (05/??/10) 702.844 (m) GP(2002.00) c c
DL7689
DL7689.Superseded values are not recommended for survey control.
DL7689
DL7689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7689.See file dsdata.pdf to determine how the superseded data were derived.
DL7689
DL7689_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL7689
DL7689 STATION DESCRIPTION
DL7689
DL7689'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL7689'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL7689'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL7689'ACCESSIBLE AT THE WORLDWIDE WEB.
DL7689'https://geodesy.noaa.gov/CORS/data.shtml
DL7689'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 05:55:35 EST
DL7691 ***********************************************************************
DL7691 CORS - This is a GPS Continuously Operating Reference Station.
DL7691 DESIGNATION - CRU1_SCGN_CS2000 CORS GRP
DL7691 CORS_ID - CRU1
DL7691 PID - DL7691
DL7691 STATE/COUNTY- CA/SANTA BARBARA
DL7691 COUNTRY - US
DL7691 USGS QUAD - SANTA CRUZ ISLAND B (2018)
DL7691
DL7691 *CURRENT SURVEY CONTROL
DL7691 ______________________________________________________________________
DL7691* NAD 83(2011) POSITION- 34 01 45.32434(N) 119 47 05.27204(W) ADJUSTED
DL7691* NAD 83(2011) ELLIP HT- 702.839 (meters) (06/??/19) ADJUSTED
DL7691* NAD 83(2011) EPOCH - 2010.00
DL7691 ______________________________________________________________________
DL7691 GEOID HEIGHT - -35.716 (meters) GEOID18
DL7691 NAD 83(2011) X - -2,628,780.287 (meters) COMP
DL7691 NAD 83(2011) Y - -4,592,934.485 (meters) COMP
DL7691 NAD 83(2011) Z - 3,549,529.844 (meters) COMP
DL7691 LAPLACE CORR - 1.06 (seconds) DEFLEC18
DL7691
DL7691 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL7691 Standards:
DL7691 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL7691 Horiz Ellip SD_N SD_E SD_h (unitless)
DL7691 -------------------------------------------------------------------
DL7691 NETWORK 0.22 0.71 0.09 0.09 0.36 0.10896400
DL7691 -------------------------------------------------------------------
DL7691
DL7691.The horizontal coordinates were established by GPS observations
DL7691.and adjusted by the National Geodetic Survey in June 2019.
DL7691
DL7691.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL7691.been affixed to the stable North American Tectonic Plate.
DL7691
DL7691.The horizontal coordinates are valid at the epoch date displayed above
DL7691.which is a decimal equivalence of Year/Month/Day.
DL7691
DL7691.Due to the release of the International GNSS Service (IGS) 2014
DL7691.realization of the International Terrestrial Reference Frame of 2014
DL7691.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL7691.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL7691.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL7691.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL7691.currently published epoch of 2010.00.
DL7691
DL7691.Additional information on MYCS2 is available at
DL7691.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL7691
DL7691.Significant digits in the geoid height do not necessarily reflect accuracy.
DL7691.GEOID18 height accuracy estimate available here.
DL7691
DL7691.Click photographs - Photos may exist for this station.
DL7691
DL7691.The XYZ, and position/ellipsoidal ht. are equivalent.
DL7691
DL7691.The Laplace correction was computed from DEFLEC18 derived deflections.
DL7691
DL7691.The ellipsoidal height was determined by GPS observations
DL7691.and is referenced to NAD 83.
DL7691
DL7691. The following values were computed from the NAD 83(2011) position.
DL7691
DL7691; North East Units Scale Factor Converg.
DL7691;SPC CA 5 - 560,171.794 1,835,176.904 MT 1.00000089 -1 01 02.5
DL7691;SPC CA 5 - 1,837,830.29 6,020,909.56 sFT 1.00000089 -1 01 02.5
DL7691;UTM 11 - 3,768,898.337 242,880.035 MT 1.00041504 -1 33 33.4
DL7691
DL7691! - Elev Factor x Scale Factor = Combined Factor
DL7691!SPC CA 5 - 0.99988968 x 1.00000089 = 0.99989057
DL7691!UTM 11 - 0.99988968 x 1.00041504 = 1.00030467
DL7691
DL7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT4288068898(NAD 83)
DL7691
DL7691 SUPERSEDED SURVEY CONTROL
DL7691
DL7691 NAD 83(2011)- 34 01 45.32438(N) 119 47 05.27207(W) AD(2010.00) A
DL7691 ELLIP H (08/??/11) 702.828 (m) GP(2010.00) 4 1
DL7691 NAD 83(CORS)- 34 01 45.31503(N) 119 47 05.26281(W) AD(2002.00) A
DL7691 ELLIP H (05/??/10) 702.836 (m) GP(2002.00) 4 1
DL7691
DL7691.Superseded values are not recommended for survey control.
DL7691
DL7691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL7691.See file dsdata.pdf to determine how the superseded data were derived.
DL7691
DL7691_STAMPING: UNKNOWN
DL7691
DL7691 STATION DESCRIPTION
DL7691
DL7691'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CRU1'
DL7691'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL7691'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL7691'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL7691' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL7691' https://geodesy.noaa.gov/corsdata/station_log
DL7691' https://geodesy.noaa.gov/CORS
DL7691'RECOVERED AS DESCRIBED.
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