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 16:23:37 EST
DH7046 ***********************************************************************
DH7046 CORS - This is a GPS Continuously Operating Reference Station.
DH7046 DESIGNATION - EWPP_SCGN_CS1999 CORS ARP
DH7046 CORS_ID - EWPP
DH7046 PID - DH7046
DH7046 STATE/COUNTY- CA/SAN BERNARDINO
DH7046 COUNTRY - US
DH7046 USGS QUAD - GUASTI (2018)
DH7046
DH7046 *CURRENT SURVEY CONTROL
DH7046 ______________________________________________________________________
DH7046* NAD 83(2011) POSITION- 34 06 15.10155(N) 117 31 32.05852(W) ADJUSTED
DH7046* NAD 83(2011) ELLIP HT- 331.195 (meters) (05/??/21) ADJUSTED
DH7046* NAD 83(2011) EPOCH - 2010.00
DH7046* NAVD 88 ORTHO HEIGHT - 364.132 (meters) 1194.66 (feet) ADJUSTED
DH7046 ______________________________________________________________________
DH7046 GEOID HEIGHT - -32.930 (meters) GEOID18
DH7046 NAD 83(2011) X - -2,443,385.862 (meters) COMP
DH7046 NAD 83(2011) Y - -4,688,590.257 (meters) COMP
DH7046 NAD 83(2011) Z - 3,556,208.102 (meters) COMP
DH7046 VERT ORDER - SECOND CLASS II
DH7046
DH7046 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH7046 Standards:
DH7046 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH7046 Horiz Ellip SD_N SD_E SD_h (unitless)
DH7046 -------------------------------------------------------------------
DH7046 NETWORK 0.16 0.48 0.06 0.06 0.25 0.19130400
DH7046 -------------------------------------------------------------------
DH7046
DH7046.The coordinates were established by GPS observations
DH7046.and adjusted by the National Geodetic Survey in May 2021.
DH7046
DH7046.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH7046.been affixed to the stable North American Tectonic Plate.
DH7046
DH7046.The coordinates are valid at the epoch date displayed above
DH7046.which is a decimal equivalence of Year/Month/Day.
DH7046
DH7046.Due to the release of the International GNSS Service (IGS) 2014
DH7046.realization of the International Terrestrial Reference Frame of 2014
DH7046.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH7046.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH7046.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH7046.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH7046.currently published epoch of 2010.00.
DH7046
DH7046.Additional information on MYCS2 is available at
DH7046.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH7046
DH7046.The orthometric height was determined by differential leveling and
DH7046.adjusted by the NATIONAL GEODETIC SURVEY
DH7046.in January 2006.
DH7046
DH7046.Significant digits in the geoid height do not necessarily reflect accuracy.
DH7046.GEOID18 height accuracy estimate available here.
DH7046
DH7046.The PID for the CORS L1 Phase Center is DN5635.
DH7046
DH7046.Click photographs - Photos may exist for this station.
DH7046
DH7046.The XYZ, and position/ellipsoidal ht. are equivalent.
DH7046
DH7046.The ellipsoidal height was determined by GPS observations
DH7046.and is referenced to NAD 83.
DH7046
DH7046. The following values were computed from the NAD 83(2011) position.
DH7046
DH7046; North East Units Scale Factor Converg.
DH7046;SPC CA 5 - 567,124.093 2,043,775.558 MT 0.99998540 +0 16 13.5
DH7046;SPC CA 5 - 1,860,639.63 6,705,286.98 sFT 0.99998540 +0 16 13.5
DH7046;UTM 11 - 3,773,833.662 451,523.669 MT 0.99962897 -0 17 40.9
DH7046
DH7046! - Elev Factor x Scale Factor = Combined Factor
DH7046!SPC CA 5 - 0.99994801 x 0.99998540 = 0.99993341
DH7046!UTM 11 - 0.99994801 x 0.99962897 = 0.99957700
DH7046
DH7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5152373833(NAD 83)
DH7046
DH7046 SUPERSEDED SURVEY CONTROL
DH7046
DH7046 NAD 83(2011)- 34 06 15.10124(N) 117 31 32.05870(W) AD(2010.00) c
DH7046 ELLIP H (06/??/19) 331.194 (m) GP(2010.00) c c
DH7046 NAD 83(2011)- 34 06 15.10133(N) 117 31 32.05857(W) AD(2010.00) c
DH7046 ELLIP H (01/??/12) 331.191 (m) GP(2010.00) c c
DH7046 NAD 83(CORS)- 34 06 15.09516(N) 117 31 32.05255(W) AD(2002.00) c
DH7046 ELLIP H (01/??/12) 331.192 (m) GP(2002.00) c c
DH7046
DH7046.Superseded values are not recommended for survey control.
DH7046
DH7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH7046.See file dsdata.pdf to determine how the superseded data were derived.
DH7046
DH7046_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DH7046_MARK LOGO: NONE
DH7046_MAGNETIC: N = NO MAGNETIC MATERIAL
DH7046
DH7046 STATION DESCRIPTION
DH7046
DH7046'DESCRIBED BY NATIONAL GEODETIC SURVEY 2021
DH7046'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
DH7046'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
DH7046'ACCESSIBLE AT THE WORLDWIDE WEB.
DH7046'https://geodesy.noaa.gov/CORS/data.shtml
DH7046'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 16:23:37 EST
AJ1862 ***********************************************************************
AJ1862 CORS - This is a GPS Continuously Operating Reference Station.
AJ1862 DESIGNATION - EWPP_SCGN_CS1999 CORS GRP
AJ1862 CORS_ID - EWPP
AJ1862 PID - AJ1862
AJ1862 STATE/COUNTY- CA/SAN BERNARDINO
AJ1862 COUNTRY - US
AJ1862 USGS QUAD - GUASTI (2018)
AJ1862
AJ1862 *CURRENT SURVEY CONTROL
AJ1862 ______________________________________________________________________
AJ1862* NAD 83(2011) POSITION- 34 06 15.10155(N) 117 31 32.05852(W) ADJUSTED
AJ1862* NAD 83(2011) ELLIP HT- 331.186 (meters) (05/??/21) ADJUSTED
AJ1862* NAD 83(2011) EPOCH - 2010.00
AJ1862* NAVD 88 ORTHO HEIGHT - 364.123 (meters) 1194.63 (feet) ADJUSTED
AJ1862 ______________________________________________________________________
AJ1862 GEOID HEIGHT - -32.930 (meters) GEOID18
AJ1862 NAD 83(2011) X - -2,443,385.859 (meters) COMP
AJ1862 NAD 83(2011) Y - -4,688,590.251 (meters) COMP
AJ1862 NAD 83(2011) Z - 3,556,208.097 (meters) COMP
AJ1862 LAPLACE CORR - 1.97 (seconds) DEFLEC18
AJ1862 VERT ORDER - SECOND CLASS II
AJ1862
AJ1862 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ1862 Standards:
AJ1862 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ1862 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ1862 -------------------------------------------------------------------
AJ1862 NETWORK 0.16 0.48 0.06 0.06 0.25 0.19130400
AJ1862 -------------------------------------------------------------------
AJ1862
AJ1862.The horizontal coordinates were established by GPS observations
AJ1862.and adjusted by the National Geodetic Survey in May 2021.
AJ1862
AJ1862.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ1862.been affixed to the stable North American Tectonic Plate.
AJ1862
AJ1862.The horizontal coordinates are valid at the epoch date displayed above
AJ1862.which is a decimal equivalence of Year/Month/Day.
AJ1862
AJ1862.Due to the release of the International GNSS Service (IGS) 2014
AJ1862.realization of the International Terrestrial Reference Frame of 2014
AJ1862.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AJ1862.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AJ1862.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AJ1862.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AJ1862.currently published epoch of 2010.00.
AJ1862
AJ1862.Additional information on MYCS2 is available at
AJ1862.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AJ1862
AJ1862.The orthometric height was determined by differential leveling and
AJ1862.adjusted by the NATIONAL GEODETIC SURVEY
AJ1862.in January 2006.
AJ1862
AJ1862.No vertical observational check was made to the station.
AJ1862
AJ1862.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ1862.GEOID18 height accuracy estimate available here.
AJ1862
AJ1862.Click photographs - Photos may exist for this station.
AJ1862
AJ1862.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ1862
AJ1862.The Laplace correction was computed from DEFLEC18 derived deflections.
AJ1862
AJ1862.The ellipsoidal height was determined by GPS observations
AJ1862.and is referenced to NAD 83.
AJ1862
AJ1862. The following values were computed from the NAD 83(2011) position.
AJ1862
AJ1862; North East Units Scale Factor Converg.
AJ1862;SPC CA 5 - 567,124.093 2,043,775.558 MT 0.99998540 +0 16 13.5
AJ1862;SPC CA 5 - 1,860,639.63 6,705,286.98 sFT 0.99998540 +0 16 13.5
AJ1862;UTM 11 - 3,773,833.662 451,523.669 MT 0.99962897 -0 17 40.9
AJ1862
AJ1862! - Elev Factor x Scale Factor = Combined Factor
AJ1862!SPC CA 5 - 0.99994801 x 0.99998540 = 0.99993341
AJ1862!UTM 11 - 0.99994801 x 0.99962897 = 0.99957700
AJ1862
AJ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT5152373833(NAD 83)
AJ1862
AJ1862 SUPERSEDED SURVEY CONTROL
AJ1862
AJ1862 NAD 83(2011)- 34 06 15.10124(N) 117 31 32.05870(W) AD(2010.00) A
AJ1862 ELLIP H (06/??/19) 331.186 (m) GP(2010.00) 4 1
AJ1862 NAD 83(2011)- 34 06 15.10133(N) 117 31 32.05857(W) AD(2010.00) A
AJ1862 ELLIP H (01/??/12) 331.182 (m) GP(2010.00) 4 1
AJ1862 NAD 83(CORS)- 34 06 15.09516(N) 117 31 32.05255(W) AD(2002.00) A
AJ1862 ELLIP H (01/??/12) 331.184 (m) GP(2002.00) 4 1
AJ1862 ELLIP H (02/10/07) 331.193 (m) GP(2007.00)
AJ1862 NAD 83(2007)- 34 06 15.09943(N) 117 31 32.05627(W) AD(2007.00) 0
AJ1862 ELLIP H (04/03/01) 331.213 (m) GP(2000.35) 1 1
AJ1862 NAD 83(1998)- 34 06 15.09395(N) 117 31 32.05072(W) AD(2000.35) A
AJ1862 NAVD 88 (04/03/01) 364.1 (m) GEOID99 model used GPS OBS
AJ1862
AJ1862.Superseded values are not recommended for survey control.
AJ1862
AJ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ1862.See file dsdata.pdf to determine how the superseded data were derived.
AJ1862
AJ1862_MARKER: Z = SEE DESCRIPTION
AJ1862_SETTING: 0 = UNSPECIFIED SETTING
AJ1862_SP_SET: CGPS DB MONUMENT
AJ1862_STAMPING: UNKNOWN
AJ1862_MARK LOGO: NONE
AJ1862_MAGNETIC: N = NO MAGNETIC MATERIAL
AJ1862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
AJ1862+STABILITY: POSITION/ELEVATION WELL
AJ1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AJ1862+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
AJ1862
AJ1862 HISTORY - Date Condition Report By
AJ1862 HISTORY - 2001 MONUMENTED NGS
AJ1862 HISTORY - 20041105 GOOD CSRC
AJ1862
AJ1862 STATION DESCRIPTION
AJ1862
AJ1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
AJ1862'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'EWPP'
AJ1862'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AJ1862'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AJ1862'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AJ1862' https://geodesy.noaa.gov/corsdata/coord/coord_14
AJ1862' https://geodesy.noaa.gov/corsdata/station_log
AJ1862' https://geodesy.noaa.gov/CORS
AJ1862'RECOVERED IN GOOD CONDITION.
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