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 05:08:40 EST
DL5390 ***********************************************************************
DL5390 CORS - This is a GPS Continuously Operating Reference Station.
DL5390 DESIGNATION - OZST_SCGN_CS2000 CORS ARP
DL5390 CORS_ID - OZST
DL5390 PID - DL5390
DL5390 STATE/COUNTY- CA/VENTURA
DL5390 COUNTRY - US
DL5390 USGS QUAD - REYES PEAK (2018)
DL5390
DL5390 *CURRENT SURVEY CONTROL
DL5390 ______________________________________________________________________
DL5390* NAD 83(2011) POSITION- 34 41 00.12399(N) 119 21 12.21813(W) ADJUSTED
DL5390* NAD 83(2011) ELLIP HT- 1059.847 (meters) (06/??/19) ADJUSTED
DL5390* NAD 83(2011) EPOCH - 2010.00
DL5390 ______________________________________________________________________
DL5390 GEOID HEIGHT - -32.444 (meters) GEOID18
DL5390 NAD 83(2011) X - -2,574,193.161 (meters) COMP
DL5390 NAD 83(2011) Y - -4,577,158.422 (meters) COMP
DL5390 NAD 83(2011) Z - 3,609,640.583 (meters) COMP
DL5390
DL5390 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL5390 Standards:
DL5390 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL5390 Horiz Ellip SD_N SD_E SD_h (unitless)
DL5390 -------------------------------------------------------------------
DL5390 NETWORK 0.14 0.41 0.06 0.06 0.21 0.10518500
DL5390 -------------------------------------------------------------------
DL5390
DL5390.The coordinates were established by GPS observations
DL5390.and adjusted by the National Geodetic Survey in June 2019.
DL5390
DL5390.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL5390.been affixed to the stable North American Tectonic Plate.
DL5390
DL5390.The coordinates are valid at the epoch date displayed above
DL5390.which is a decimal equivalence of Year/Month/Day.
DL5390
DL5390.Due to the release of the International GNSS Service (IGS) 2014
DL5390.realization of the International Terrestrial Reference Frame of 2014
DL5390.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL5390.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL5390.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL5390.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL5390.currently published epoch of 2010.00.
DL5390
DL5390.Additional information on MYCS2 is available at
DL5390.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL5390
DL5390.Significant digits in the geoid height do not necessarily reflect accuracy.
DL5390.GEOID18 height accuracy estimate available here.
DL5390
DL5390.The PID for the CORS L1 Phase Center is DQ5235.
DL5390
DL5390.Click photographs - Photos may exist for this station.
DL5390
DL5390.The XYZ, and position/ellipsoidal ht. are equivalent.
DL5390
DL5390.The ellipsoidal height was determined by GPS observations
DL5390.and is referenced to NAD 83.
DL5390
DL5390. The following values were computed from the NAD 83(2011) position.
DL5390
DL5390; North East Units Scale Factor Converg.
DL5390;SPC CA 5 - 632,099.534 1,875,990.433 MT 0.99992282 -0 46 17.2
DL5390;SPC CA 5 - 2,073,813.22 6,154,811.95 sFT 0.99992282 -0 46 17.2
DL5390;UTM 11 - 3,840,451.087 284,403.415 MT 1.00017294 -1 20 22.9
DL5390
DL5390! - Elev Factor x Scale Factor = Combined Factor
DL5390!SPC CA 5 - 0.99983366 x 0.99992282 = 0.99975649
DL5390!UTM 11 - 0.99983366 x 1.00017294 = 1.00000657
DL5390
DL5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8440340451(NAD 83)
DL5390
DL5390 SUPERSEDED SURVEY CONTROL
DL5390
DL5390 NAD 83(2011)- 34 41 00.12408(N) 119 21 12.21807(W) AD(2010.00) c
DL5390 ELLIP H (08/??/11) 1059.832 (m) GP(2010.00) c c
DL5390 NAD 83(CORS)- 34 41 00.11728(N) 119 21 12.20980(W) AD(2002.00) c
DL5390 ELLIP H (10/??/09) 1059.841 (m) GP(2002.00) c c
DL5390
DL5390.Superseded values are not recommended for survey control.
DL5390
DL5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL5390.See file dsdata.pdf to determine how the superseded data were derived.
DL5390
DL5390_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DL5390
DL5390 STATION DESCRIPTION
DL5390
DL5390'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DL5390'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DL5390'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DL5390'ACCESSIBLE AT THE WORLDWIDE WEB.
DL5390'https://geodesy.noaa.gov/CORS/data.shtml
DL5390'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 05:08:40 EST
DL5392 ***********************************************************************
DL5392 CORS - This is a GPS Continuously Operating Reference Station.
DL5392 DESIGNATION - OZST_SCGN_CS2000 CORS GRP
DL5392 CORS_ID - OZST
DL5392 PID - DL5392
DL5392 STATE/COUNTY- CA/VENTURA
DL5392 COUNTRY - US
DL5392 USGS QUAD - REYES PEAK (2018)
DL5392
DL5392 *CURRENT SURVEY CONTROL
DL5392 ______________________________________________________________________
DL5392* NAD 83(2011) POSITION- 34 41 00.12399(N) 119 21 12.21813(W) ADJUSTED
DL5392* NAD 83(2011) ELLIP HT- 1059.839 (meters) (06/??/19) ADJUSTED
DL5392* NAD 83(2011) EPOCH - 2010.00
DL5392 ______________________________________________________________________
DL5392 GEOID HEIGHT - -32.444 (meters) GEOID18
DL5392 NAD 83(2011) X - -2,574,193.158 (meters) COMP
DL5392 NAD 83(2011) Y - -4,577,158.416 (meters) COMP
DL5392 NAD 83(2011) Z - 3,609,640.579 (meters) COMP
DL5392 LAPLACE CORR - 4.88 (seconds) DEFLEC18
DL5392
DL5392 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DL5392 Standards:
DL5392 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DL5392 Horiz Ellip SD_N SD_E SD_h (unitless)
DL5392 -------------------------------------------------------------------
DL5392 NETWORK 0.14 0.41 0.06 0.06 0.21 0.10518500
DL5392 -------------------------------------------------------------------
DL5392
DL5392.The horizontal coordinates were established by GPS observations
DL5392.and adjusted by the National Geodetic Survey in June 2019.
DL5392
DL5392.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DL5392.been affixed to the stable North American Tectonic Plate.
DL5392
DL5392.The horizontal coordinates are valid at the epoch date displayed above
DL5392.which is a decimal equivalence of Year/Month/Day.
DL5392
DL5392.Due to the release of the International GNSS Service (IGS) 2014
DL5392.realization of the International Terrestrial Reference Frame of 2014
DL5392.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DL5392.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DL5392.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DL5392.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DL5392.currently published epoch of 2010.00.
DL5392
DL5392.Additional information on MYCS2 is available at
DL5392.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DL5392
DL5392.Significant digits in the geoid height do not necessarily reflect accuracy.
DL5392.GEOID18 height accuracy estimate available here.
DL5392
DL5392.Click photographs - Photos may exist for this station.
DL5392
DL5392.The XYZ, and position/ellipsoidal ht. are equivalent.
DL5392
DL5392.The Laplace correction was computed from DEFLEC18 derived deflections.
DL5392
DL5392.The ellipsoidal height was determined by GPS observations
DL5392.and is referenced to NAD 83.
DL5392
DL5392. The following values were computed from the NAD 83(2011) position.
DL5392
DL5392; North East Units Scale Factor Converg.
DL5392;SPC CA 5 - 632,099.534 1,875,990.433 MT 0.99992282 -0 46 17.2
DL5392;SPC CA 5 - 2,073,813.22 6,154,811.95 sFT 0.99992282 -0 46 17.2
DL5392;UTM 11 - 3,840,451.087 284,403.415 MT 1.00017294 -1 20 22.9
DL5392
DL5392! - Elev Factor x Scale Factor = Combined Factor
DL5392!SPC CA 5 - 0.99983366 x 0.99992282 = 0.99975650
DL5392!UTM 11 - 0.99983366 x 1.00017294 = 1.00000657
DL5392
DL5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8440340451(NAD 83)
DL5392
DL5392 SUPERSEDED SURVEY CONTROL
DL5392
DL5392 NAD 83(2011)- 34 41 00.12408(N) 119 21 12.21807(W) AD(2010.00) A
DL5392 ELLIP H (08/??/11) 1059.824 (m) GP(2010.00) 4 1
DL5392 NAD 83(CORS)- 34 41 00.11728(N) 119 21 12.20980(W) AD(2002.00) A
DL5392 ELLIP H (10/??/09) 1059.833 (m) GP(2002.00) 4 1
DL5392
DL5392.Superseded values are not recommended for survey control.
DL5392
DL5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DL5392.See file dsdata.pdf to determine how the superseded data were derived.
DL5392
DL5392_STAMPING: UNKNOWN
DL5392
DL5392 STATION DESCRIPTION
DL5392
DL5392'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'OZST'
DL5392'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DL5392'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DL5392'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DL5392' https://geodesy.noaa.gov/corsdata/coord/coord_14
DL5392' https://geodesy.noaa.gov/corsdata/station_log
DL5392' https://geodesy.noaa.gov/CORS
DL5392'RECOVERED AS DESCRIBED.
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