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 14:45:22 EST
DG8359 ***********************************************************************
DG8359 CORS - This is a GPS Continuously Operating Reference Station.
DG8359 DESIGNATION - RAMAGERNCHCS2004 CORS ARP
DG8359 CORS_ID - P526
DG8359 PID - DG8359
DG8359 STATE/COUNTY- CA/SAN LUIS OBISPO
DG8359 COUNTRY - US
DG8359 USGS QUAD - ADELAIDA (2018)
DG8359
DG8359 *CURRENT SURVEY CONTROL
DG8359 ______________________________________________________________________
DG8359* NAD 83(2011) POSITION- 35 38 09.49603(N) 120 52 11.00280(W) ADJUSTED
DG8359* NAD 83(2011) ELLIP HT- 417.446 (meters) (06/??/19) ADJUSTED
DG8359* NAD 83(2011) EPOCH - 2010.00
DG8359 ______________________________________________________________________
DG8359 GEOID HEIGHT - -34.090 (meters) GEOID18
DG8359 NAD 83(2011) X - -2,662,912.777 (meters) COMP
DG8359 NAD 83(2011) Y - -4,454,743.505 (meters) COMP
DG8359 NAD 83(2011) Z - 3,695,682.645 (meters) COMP
DG8359
DG8359 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DG8359 Standards:
DG8359 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DG8359 Horiz Ellip SD_N SD_E SD_h (unitless)
DG8359 -------------------------------------------------------------------
DG8359 NETWORK 0.19 0.53 0.07 0.08 0.27 0.26990400
DG8359 -------------------------------------------------------------------
DG8359
DG8359.The coordinates were established by GPS observations
DG8359.and adjusted by the National Geodetic Survey in June 2019.
DG8359
DG8359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DG8359.been affixed to the stable North American Tectonic Plate.
DG8359
DG8359.The coordinates are valid at the epoch date displayed above
DG8359.which is a decimal equivalence of Year/Month/Day.
DG8359
DG8359.Due to the release of the International GNSS Service (IGS) 2014
DG8359.realization of the International Terrestrial Reference Frame of 2014
DG8359.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DG8359.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DG8359.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DG8359.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DG8359.currently published epoch of 2010.00.
DG8359
DG8359.Additional information on MYCS2 is available at
DG8359.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DG8359
DG8359.Significant digits in the geoid height do not necessarily reflect accuracy.
DG8359.GEOID18 height accuracy estimate available here.
DG8359
DG8359.The PID for the CORS L1 Phase Center is DI0792.
DG8359
DG8359.Click photographs - Photos may exist for this station.
DG8359
DG8359.The XYZ, and position/ellipsoidal ht. are equivalent.
DG8359
DG8359.The ellipsoidal height was determined by GPS observations
DG8359.and is referenced to NAD 83.
DG8359
DG8359. The following values were computed from the NAD 83(2011) position.
DG8359
DG8359; North East Units Scale Factor Converg.
DG8359;SPC CA 5 - 740,655.836 1,740,095.868 MT 1.00004129 -1 38 08.8
DG8359;SPC CA 5 - 2,429,968.36 5,708,964.53 sFT 1.00004129 -1 38 08.8
DG8359;UTM 10 - 3,945,663.357 692,889.686 MT 1.00005851 +1 14 29.6
DG8359
DG8359! - Elev Factor x Scale Factor = Combined Factor
DG8359!SPC CA 5 - 0.99993448 x 1.00004129 = 0.99997577
DG8359!UTM 10 - 0.99993448 x 1.00005851 = 0.99999299
DG8359
DG8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9288945663(NAD 83)
DG8359
DG8359 SUPERSEDED SURVEY CONTROL
DG8359
DG8359 NAD 83(2011)- 35 38 09.49593(N) 120 52 11.00270(W) AD(2010.00) c
DG8359 ELLIP H (08/??/11) 417.436 (m) GP(2010.00) c c
DG8359 NAD 83(CORS)- 35 38 09.48731(N) 120 52 10.99446(W) AD(2002.00) c
DG8359 ELLIP H (03/??/08) 417.450 (m) GP(2002.00) c c
DG8359 NAD 83(CORS)- 35 38 09.48686(N) 120 52 10.99359(W) AD(2002.00) c
DG8359 ELLIP H (12/??/04) 417.442 (m) GP(2002.00) c c
DG8359
DG8359.Superseded values are not recommended for survey control.
DG8359
DG8359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DG8359.See file dsdata.pdf to determine how the superseded data were derived.
DG8359
DG8359_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DG8359
DG8359 STATION DESCRIPTION
DG8359
DG8359'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
DG8359'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DG8359'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DG8359'ACCESSIBLE AT THE WORLDWIDE WEB.
DG8359'https://geodesy.noaa.gov/CORS/data.shtml
DG8359'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 14:45:22 EST
DG8361 ***********************************************************************
DG8361 HT_MOD - This is a Height Modernization Survey Station.
DG8361 CORS - This is a GPS Continuously Operating Reference Station.
DG8361 DESIGNATION - RAMAGERNCHCS2004 CORS GRP
DG8361 CORS_ID - P526
DG8361 PID - DG8361
DG8361 STATE/COUNTY- CA/SAN LUIS OBISPO
DG8361 COUNTRY - US
DG8361 USGS QUAD - ADELAIDA (2018)
DG8361
DG8361 *CURRENT SURVEY CONTROL
DG8361 ______________________________________________________________________
DG8361* NAD 83(2011) POSITION- 35 38 09.49603(N) 120 52 11.00280(W) ADJUSTED
DG8361* NAD 83(2011) ELLIP HT- 417.438 (meters) (06/??/19) ADJUSTED
DG8361* NAD 83(2011) EPOCH - 2010.00
DG8361* NAVD 88 ORTHO HEIGHT - 451.56 (meters) 1481.5 (feet) GPS OBS
DG8361 ______________________________________________________________________
DG8361 NAVD 88 orthometric height was determined with geoid model GEOID03
DG8361 GEOID HEIGHT - -33.981 (meters) GEOID03
DG8361 GEOID HEIGHT - -34.090 (meters) GEOID18
DG8361 NAD 83(2011) X - -2,662,912.774 (meters) COMP
DG8361 NAD 83(2011) Y - -4,454,743.499 (meters) COMP
DG8361 NAD 83(2011) Z - 3,695,682.640 (meters) COMP
DG8361 LAPLACE CORR - 1.69 (seconds) DEFLEC18
DG8361
DG8361 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DG8361 Standards:
DG8361 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DG8361 Horiz Ellip SD_N SD_E SD_h (unitless)
DG8361 -------------------------------------------------------------------
DG8361 NETWORK 0.19 0.53 0.07 0.08 0.27 0.26990400
DG8361 -------------------------------------------------------------------
DG8361
DG8361.The horizontal coordinates were established by GPS observations
DG8361.and adjusted by the National Geodetic Survey in June 2019.
DG8361
DG8361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DG8361.been affixed to the stable North American Tectonic Plate.
DG8361
DG8361.The horizontal coordinates are valid at the epoch date displayed above
DG8361.which is a decimal equivalence of Year/Month/Day.
DG8361
DG8361.Due to the release of the International GNSS Service (IGS) 2014
DG8361.realization of the International Terrestrial Reference Frame of 2014
DG8361.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DG8361.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DG8361.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DG8361.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DG8361.currently published epoch of 2010.00.
DG8361
DG8361.Additional information on MYCS2 is available at
DG8361.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DG8361
DG8361.The orthometric height was determined by GPS observations and a
DG8361.high-resolution geoid model using precise GPS observation and
DG8361.processing techniques.
DG8361
DG8361.Significant digits in the geoid height do not necessarily reflect accuracy.
DG8361.GEOID18 height accuracy estimate available here.
DG8361
DG8361.Click photographs - Photos may exist for this station.
DG8361
DG8361.The XYZ, and position/ellipsoidal ht. are equivalent.
DG8361
DG8361.The Laplace correction was computed from DEFLEC18 derived deflections.
DG8361
DG8361.The ellipsoidal height was determined by GPS observations
DG8361.and is referenced to NAD 83.
DG8361
DG8361. The following values were computed from the NAD 83(2011) position.
DG8361
DG8361; North East Units Scale Factor Converg.
DG8361;SPC CA 5 - 740,655.836 1,740,095.868 MT 1.00004129 -1 38 08.8
DG8361;SPC CA 5 - 2,429,968.36 5,708,964.53 sFT 1.00004129 -1 38 08.8
DG8361;UTM 10 - 3,945,663.357 692,889.686 MT 1.00005851 +1 14 29.6
DG8361
DG8361! - Elev Factor x Scale Factor = Combined Factor
DG8361!SPC CA 5 - 0.99993448 x 1.00004129 = 0.99997577
DG8361!UTM 10 - 0.99993448 x 1.00005851 = 0.99999299
DG8361
DG8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFE9288945663(NAD 83)
DG8361
DG8361 SUPERSEDED SURVEY CONTROL
DG8361
DG8361 NAD 83(2011)- 35 38 09.49593(N) 120 52 11.00270(W) AD(2010.00) A
DG8361 ELLIP H (08/??/11) 417.428 (m) GP(2010.00) 4 1
DG8361 NAD 83(CORS)- 35 38 09.48731(N) 120 52 10.99446(W) AD(2002.00) A
DG8361 ELLIP H (03/??/08) 417.441 (m) GP(2002.00) 4 1
DG8361 ELLIP H (02/10/07) 417.447 (m) GP(2007.00)
DG8361 NAD 83(2007)- 35 38 09.49301(N) 120 52 10.99952(W) AD(2007.00) 0
DG8361 NAD 83(CORS)- 35 38 09.48686(N) 120 52 10.99359(W) AD(2002.00) A
DG8361 ELLIP H (12/??/04) 417.434 (m) GP(2002.00) 4 1
DG8361
DG8361.Superseded values are not recommended for survey control.
DG8361
DG8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DG8361.See file dsdata.pdf to determine how the superseded data were derived.
DG8361
DG8361_MARKER: Z = SEE DESCRIPTION
DG8361_SETTING: 0 = UNSPECIFIED SETTING
DG8361_SP_SET: PBO CORS
DG8361_STAMPING: UNKNOWN
DG8361_MAGNETIC: N = NO MAGNETIC MATERIAL
DG8361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
DG8361+STABILITY: POSITION/ELEVATION WELL
DG8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
DG8361+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
DG8361
DG8361 HISTORY - Date Condition Report By
DG8361 HISTORY - 20040110 MONUMENTED UNAVCO
DG8361 HISTORY - 20040801 GOOD CSRC
DG8361
DG8361 STATION DESCRIPTION
DG8361
DG8361'DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2004
DG8361'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P526'
DG8361'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DG8361'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DG8361'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DG8361' https://geodesy.noaa.gov/corsdata/coord/coord_14
DG8361' https://geodesy.noaa.gov/corsdata/station_log
DG8361' https://geodesy.noaa.gov/CORS
DG8361'RECOVERED IN GOOD CONDITION.
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