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 20, 2025 00:07:28 EST
DH3622 ***********************************************************************
DH3622 CORS - This is a GPS Continuously Operating Reference Station.
DH3622 DESIGNATION - GALLEGOSRNCS2004 CORS ARP
DH3622 CORS_ID - P576
DH3622 PID - DH3622
DH3622 STATE/COUNTY- CA/SAN LUIS OBISPO
DH3622 COUNTRY - US
DH3622 USGS QUAD - LIME MOUNTAIN (2018)
DH3622
DH3622 *CURRENT SURVEY CONTROL
DH3622 ______________________________________________________________________
DH3622* NAD 83(2011) POSITION- 35 40 10.77006(N) 120 58 11.94796(W) ADJUSTED
DH3622* NAD 83(2011) ELLIP HT- 324.993 (meters) (12/??/22) ADJUSTED
DH3622* NAD 83(2011) EPOCH - 2010.00
DH3622 ______________________________________________________________________
DH3622 GEOID HEIGHT - -34.105 (meters) GEOID18
DH3622 NAD 83(2011) X - -2,669,544.299 (meters) COMP
DH3622 NAD 83(2011) Y - -4,448,144.295 (meters) COMP
DH3622 NAD 83(2011) Z - 3,698,666.042 (meters) COMP
DH3622
DH3622 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH3622 Standards:
DH3622 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH3622 Horiz Ellip SD_N SD_E SD_h (unitless)
DH3622 -------------------------------------------------------------------
DH3622 NETWORK 0.21 0.65 0.08 0.09 0.33 0.22726900
DH3622 -------------------------------------------------------------------
DH3622
DH3622.The coordinates were established by GPS observations
DH3622.and adjusted by the National Geodetic Survey in December 2022.
DH3622
DH3622.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH3622.been affixed to the stable North American Tectonic Plate.
DH3622
DH3622.The coordinates are valid at the epoch date displayed above
DH3622.which is a decimal equivalence of Year/Month/Day.
DH3622
DH3622.Due to the release of the International GNSS Service (IGS) 2014
DH3622.realization of the International Terrestrial Reference Frame of 2014
DH3622.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH3622.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH3622.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH3622.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH3622.currently published epoch of 2010.00.
DH3622
DH3622.Additional information on MYCS2 is available at
DH3622.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH3622
DH3622.Significant digits in the geoid height do not necessarily reflect accuracy.
DH3622.GEOID18 height accuracy estimate available here.
DH3622
DH3622.The PID for the CORS L1 Phase Center is DR8285.
DH3622
DH3622.Click photographs - Photos may exist for this station.
DH3622
DH3622.The XYZ, and position/ellipsoidal ht. are equivalent.
DH3622
DH3622.The ellipsoidal height was determined by GPS observations
DH3622.and is referenced to NAD 83.
DH3622
DH3622. The following values were computed from the NAD 83(2011) position.
DH3622
DH3622; North East Units Scale Factor Converg.
DH3622;SPC CA 5 - 744,655.835 1,731,128.348 MT 1.00005056 -1 41 34.5
DH3622;SPC CA 5 - 2,443,091.69 5,679,543.59 sFT 1.00005056 -1 41 34.5
DH3622;UTM 10 - 3,949,208.159 683,732.771 MT 1.00001600 +1 11 02.6
DH3622
DH3622! - Elev Factor x Scale Factor = Combined Factor
DH3622!SPC CA 5 - 0.99994899 x 1.00005056 = 0.99999955
DH3622!UTM 10 - 0.99994899 x 1.00001600 = 0.99996499
DH3622
DH3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8373249208(NAD 83)
DH3622
DH3622 SUPERSEDED SURVEY CONTROL
DH3622
DH3622 NAD 83(2011)- 35 40 10.77008(N) 120 58 11.94793(W) AD(2010.00) c
DH3622 ELLIP H (06/??/19) 325.004 (m) GP(2010.00) c c
DH3622 NAD 83(2011)- 35 40 10.77026(N) 120 58 11.94787(W) AD(2010.00) c
DH3622 ELLIP H (08/??/11) 324.999 (m) GP(2010.00) c c
DH3622 NAD 83(CORS)- 35 40 10.76192(N) 120 58 11.93881(W) AD(2002.00) c
DH3622 ELLIP H (08/??/07) 325.016 (m) GP(2002.00) c c
DH3622 NAD 83(CORS)- 35 40 10.76117(N) 120 58 11.93831(W) AD(2002.00) c
DH3622 ELLIP H (06/??/05) 325.008 (m) GP(2002.00) c c
DH3622
DH3622.Superseded values are not recommended for survey control.
DH3622
DH3622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH3622.See file dsdata.pdf to determine how the superseded data were derived.
DH3622
DH3622_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH3622
DH3622 STATION DESCRIPTION
DH3622
DH3622'DESCRIBED BY NATIONAL GEODETIC SURVEY 2022
DH3622'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH3622'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH3622'ACCESSIBLE AT THE WORLDWIDE WEB.
DH3622'https://geodesy.noaa.gov/CORS/data.shtml
DH3622'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 00:07:28 EST
DH3624 ***********************************************************************
DH3624 CORS - This is a GPS Continuously Operating Reference Station.
DH3624 DESIGNATION - GALLEGOSRNCS2004 CORS GRP
DH3624 CORS_ID - P576
DH3624 PID - DH3624
DH3624 STATE/COUNTY- CA/SAN LUIS OBISPO
DH3624 COUNTRY - US
DH3624 USGS QUAD - LIME MOUNTAIN (2018)
DH3624
DH3624 *CURRENT SURVEY CONTROL
DH3624 ______________________________________________________________________
DH3624* NAD 83(2011) POSITION- 35 40 10.77006(N) 120 58 11.94796(W) ADJUSTED
DH3624* NAD 83(2011) ELLIP HT- 324.984 (meters) (12/??/22) ADJUSTED
DH3624* NAD 83(2011) EPOCH - 2010.00
DH3624 ______________________________________________________________________
DH3624 GEOID HEIGHT - -34.105 (meters) GEOID18
DH3624 NAD 83(2011) X - -2,669,544.296 (meters) COMP
DH3624 NAD 83(2011) Y - -4,448,144.289 (meters) COMP
DH3624 NAD 83(2011) Z - 3,698,666.037 (meters) COMP
DH3624 LAPLACE CORR - -0.93 (seconds) DEFLEC18
DH3624
DH3624 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH3624 Standards:
DH3624 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH3624 Horiz Ellip SD_N SD_E SD_h (unitless)
DH3624 -------------------------------------------------------------------
DH3624 NETWORK 0.21 0.65 0.08 0.09 0.33 0.22726900
DH3624 -------------------------------------------------------------------
DH3624
DH3624.The horizontal coordinates were established by GPS observations
DH3624.and adjusted by the National Geodetic Survey in December 2022.
DH3624
DH3624.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH3624.been affixed to the stable North American Tectonic Plate.
DH3624
DH3624.The horizontal coordinates are valid at the epoch date displayed above
DH3624.which is a decimal equivalence of Year/Month/Day.
DH3624
DH3624.Due to the release of the International GNSS Service (IGS) 2014
DH3624.realization of the International Terrestrial Reference Frame of 2014
DH3624.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH3624.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH3624.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH3624.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH3624.currently published epoch of 2010.00.
DH3624
DH3624.Additional information on MYCS2 is available at
DH3624.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH3624
DH3624.Significant digits in the geoid height do not necessarily reflect accuracy.
DH3624.GEOID18 height accuracy estimate available here.
DH3624
DH3624.Click photographs - Photos may exist for this station.
DH3624
DH3624.The XYZ, and position/ellipsoidal ht. are equivalent.
DH3624
DH3624.The Laplace correction was computed from DEFLEC18 derived deflections.
DH3624
DH3624.The ellipsoidal height was determined by GPS observations
DH3624.and is referenced to NAD 83.
DH3624
DH3624. The following values were computed from the NAD 83(2011) position.
DH3624
DH3624; North East Units Scale Factor Converg.
DH3624;SPC CA 5 - 744,655.835 1,731,128.348 MT 1.00005056 -1 41 34.5
DH3624;SPC CA 5 - 2,443,091.69 5,679,543.59 sFT 1.00005056 -1 41 34.5
DH3624;UTM 10 - 3,949,208.159 683,732.771 MT 1.00001600 +1 11 02.6
DH3624
DH3624! - Elev Factor x Scale Factor = Combined Factor
DH3624!SPC CA 5 - 0.99994899 x 1.00005056 = 0.99999955
DH3624!UTM 10 - 0.99994899 x 1.00001600 = 0.99996499
DH3624
DH3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE8373249208(NAD 83)
DH3624
DH3624 SUPERSEDED SURVEY CONTROL
DH3624
DH3624 NAD 83(2011)- 35 40 10.77008(N) 120 58 11.94793(W) AD(2010.00) A
DH3624 ELLIP H (06/??/19) 324.996 (m) GP(2010.00) 4 1
DH3624 NAD 83(2011)- 35 40 10.77026(N) 120 58 11.94787(W) AD(2010.00) A
DH3624 ELLIP H (08/??/11) 324.991 (m) GP(2010.00) 4 1
DH3624 NAD 83(CORS)- 35 40 10.76192(N) 120 58 11.93881(W) AD(2002.00) A
DH3624 ELLIP H (08/??/07) 325.008 (m) GP(2002.00) 4 1
DH3624 NAD 83(CORS)- 35 40 10.76117(N) 120 58 11.93831(W) AD(2002.00) A
DH3624 ELLIP H (06/??/05) 325.000 (m) GP(2002.00) 4 1
DH3624
DH3624.Superseded values are not recommended for survey control.
DH3624
DH3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH3624.See file dsdata.pdf to determine how the superseded data were derived.
DH3624
DH3624_STAMPING: UNKNOWN
DH3624
DH3624 STATION DESCRIPTION
DH3624
DH3624'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P576'
DH3624'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DH3624'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DH3624'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DH3624' https://geodesy.noaa.gov/corsdata/coord/coord_14
DH3624' https://geodesy.noaa.gov/corsdata/station_log
DH3624' https://geodesy.noaa.gov/CORS
DH3624'RECOVERED AS DESCRIBED.
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