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 07:32:17 EST
AF9662 ***********************************************************************
AF9662 HT_MOD - This is a Height Modernization Survey Station.
AF9662 CORS - This is a GPS Continuously Operating Reference Station.
AF9662 DESIGNATION - CABL_PNGA_OR1997 CORS ARP
AF9662 CORS_ID - CABL
AF9662 PID - AF9662
AF9662 STATE/COUNTY- OR/CURRY
AF9662 COUNTRY - US
AF9662 USGS QUAD - CAPE BLANCO (2017)
AF9662
AF9662 *CURRENT SURVEY CONTROL
AF9662 ______________________________________________________________________
AF9662* NAD 83(2011) POSITION- 42 50 09.94306(N) 124 33 47.98625(W) ADJUSTED
AF9662* NAD 83(2011) ELLIP HT- 38.288 (meters) (06/??/19) ADJUSTED
AF9662* NAD 83(2011) EPOCH - 2010.00
AF9662* NAVD 88 ORTHO HEIGHT - 65.60 (meters) 215.2 (feet) GPS OBS
AF9662 ______________________________________________________________________
AF9662 NAVD 88 orthometric height was determined with geoid model GEOID99
AF9662 GEOID HEIGHT - -27.294 (meters) GEOID99
AF9662 GEOID HEIGHT - -27.372 (meters) GEOID18
AF9662 NAD 83(2011) X - -2,657,527.716 (meters) COMP
AF9662 NAD 83(2011) Y - -3,857,585.529 (meters) COMP
AF9662 NAD 83(2011) Z - 4,314,193.296 (meters) COMP
AF9662
AF9662 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AF9662 Standards:
AF9662 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AF9662 Horiz Ellip SD_N SD_E SD_h (unitless)
AF9662 -------------------------------------------------------------------
AF9662 NETWORK 0.12 0.38 0.06 0.04 0.20 -0.04859700
AF9662 -------------------------------------------------------------------
AF9662
AF9662.The coordinates were established by GPS observations
AF9662.and adjusted by the National Geodetic Survey in June 2019.
AF9662
AF9662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AF9662.been affixed to the stable North American Tectonic Plate.
AF9662
AF9662.The coordinates are valid at the epoch date displayed above
AF9662.which is a decimal equivalence of Year/Month/Day.
AF9662
AF9662.Due to the release of the International GNSS Service (IGS) 2014
AF9662.realization of the International Terrestrial Reference Frame of 2014
AF9662.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AF9662.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AF9662.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AF9662.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AF9662.currently published epoch of 2010.00.
AF9662
AF9662.Additional information on MYCS2 is available at
AF9662.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AF9662
AF9662.The orthometric height was determined by GPS observations and a
AF9662.high-resolution geoid model using precise GPS observation and
AF9662.processing techniques.
AF9662
AF9662.Significant digits in the geoid height do not necessarily reflect accuracy.
AF9662.GEOID18 height accuracy estimate available here.
AF9662
AF9662.The PID for the CORS L1 Phase Center is DR7655.
AF9662
AF9662.Click photographs - Photos may exist for this station.
AF9662
AF9662.The XYZ, and position/ellipsoidal ht. are equivalent.
AF9662
AF9662.The ellipsoidal height was determined by GPS observations
AF9662.and is referenced to NAD 83.
AF9662
AF9662. The following values were computed from the NAD 83(2011) position.
AF9662
AF9662; North East Units Scale Factor Converg.
AF9662;SPC OR S - 137,959.851 1,167,952.622 MT 0.99991135 -2 46 47.7
AF9662;SPC OR S - 452,624.18 3,831,865.56 iFT 0.99991135 -2 46 47.7
AF9662;UTM 10 - 4,743,798.967 372,236.188 MT 0.99980082 -1 03 47.0
AF9662
AF9662! - Elev Factor x Scale Factor = Combined Factor
AF9662!SPC OR S - 0.99999400 x 0.99991135 = 0.99990535
AF9662!UTM 10 - 0.99999400 x 0.99980082 = 0.99979482
AF9662
AF9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223643798(NAD 83)
AF9662
AF9662 SUPERSEDED SURVEY CONTROL
AF9662
AF9662 ELLIP H (06/27/12) 38.261 (m) GP(2010.00) 0 0
AF9662 NAD 83(2011)- 42 50 09.94338(N) 124 33 47.98610(W) AD(2010.00) c
AF9662 NAD 83(2011)- 42 50 09.94309(N) 124 33 47.98626(W) AD(2010.00) c
AF9662 ELLIP H (08/??/11) 38.286 (m) GP(2010.00) c c
AF9662 NAD 83(CORS)- 42 50 09.93918(N) 124 33 47.98916(W) AD(2002.00) c
AF9662 ELLIP H (08/??/07) 38.293 (m) GP(2002.00) c c
AF9662 ELLIP H (02/10/07) 38.279 (m) GP(2007.00)
AF9662 NAD 83(2007)- 42 50 09.94142(N) 124 33 47.98815(W) AD(2007.00) c
AF9662 NAD 83(CORS)- 42 50 09.93920(N) 124 33 47.98916(W) AD(2002.00) c
AF9662 ELLIP H (03/??/02) 38.279 (m) GP(2002.00) c c
AF9662 NAD 83(CORS)- 42 50 09.93681(N) 124 33 47.99046(W) AD(1997.00) c
AF9662 ELLIP H (07/??/00) 38.285 (m) GP(1997.00) c c
AF9662 NAD 83(CORS)- 42 50 09.93729(N) 124 33 47.99018(W) AD(1997.00) c
AF9662 ELLIP H (07/??/98) 38.274 (m) GP(1997.00) c c
AF9662 NAVD 88 (10/13/99) 65.5 (m) GEOID96 model used GPS OBS
AF9662
AF9662.Superseded values are not recommended for survey control.
AF9662
AF9662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AF9662.See file dsdata.pdf to determine how the superseded data were derived.
AF9662
AF9662_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AF9662
AF9662 STATION DESCRIPTION
AF9662
AF9662'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
AF9662'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AF9662'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AF9662'ACCESSIBLE AT THE WORLDWIDE WEB.
AF9662'https://geodesy.noaa.gov/CORS/data.shtml
AF9662'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 07:32:17 EST
DH4793 ***********************************************************************
DH4793 CORS - This is a GPS Continuously Operating Reference Station.
DH4793 DESIGNATION - CABL_PNGA_OR1997 CORS MON
DH4793 CORS_ID - CABL
DH4793 PID - DH4793
DH4793 STATE/COUNTY- OR/CURRY
DH4793 COUNTRY - US
DH4793 USGS QUAD - CAPE BLANCO (2017)
DH4793
DH4793 *CURRENT SURVEY CONTROL
DH4793 ______________________________________________________________________
DH4793* NAD 83(2011) POSITION- 42 50 09.94306(N) 124 33 47.98625(W) ADJUSTED
DH4793* NAD 83(2011) ELLIP HT- 38.207 (meters) (06/??/19) ADJUSTED
DH4793* NAD 83(2011) EPOCH - 2010.00
DH4793 ______________________________________________________________________
DH4793 GEOID HEIGHT - -27.372 (meters) GEOID18
DH4793 NAD 83(2011) X - -2,657,527.682 (meters) COMP
DH4793 NAD 83(2011) Y - -3,857,585.480 (meters) COMP
DH4793 NAD 83(2011) Z - 4,314,193.240 (meters) COMP
DH4793 LAPLACE CORR - 11.58 (seconds) DEFLEC18
DH4793
DH4793 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DH4793 Standards:
DH4793 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DH4793 Horiz Ellip SD_N SD_E SD_h (unitless)
DH4793 -------------------------------------------------------------------
DH4793 NETWORK 0.12 0.38 0.06 0.04 0.20 -0.04859700
DH4793 -------------------------------------------------------------------
DH4793
DH4793.The horizontal coordinates were established by GPS observations
DH4793.and adjusted by the National Geodetic Survey in June 2019.
DH4793
DH4793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DH4793.been affixed to the stable North American Tectonic Plate.
DH4793
DH4793.The horizontal coordinates are valid at the epoch date displayed above
DH4793.which is a decimal equivalence of Year/Month/Day.
DH4793
DH4793.Due to the release of the International GNSS Service (IGS) 2014
DH4793.realization of the International Terrestrial Reference Frame of 2014
DH4793.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
DH4793.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
DH4793.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
DH4793.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
DH4793.currently published epoch of 2010.00.
DH4793
DH4793.Additional information on MYCS2 is available at
DH4793.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
DH4793
DH4793.Significant digits in the geoid height do not necessarily reflect accuracy.
DH4793.GEOID18 height accuracy estimate available here.
DH4793
DH4793.Click photographs - Photos may exist for this station.
DH4793
DH4793.The XYZ, and position/ellipsoidal ht. are equivalent.
DH4793
DH4793.The Laplace correction was computed from DEFLEC18 derived deflections.
DH4793
DH4793.The ellipsoidal height was determined by GPS observations
DH4793.and is referenced to NAD 83.
DH4793
DH4793. The following values were computed from the NAD 83(2011) position.
DH4793
DH4793; North East Units Scale Factor Converg.
DH4793;SPC OR S - 137,959.851 1,167,952.622 MT 0.99991135 -2 46 47.7
DH4793;SPC OR S - 452,624.18 3,831,865.56 iFT 0.99991135 -2 46 47.7
DH4793;UTM 10 - 4,743,798.967 372,236.188 MT 0.99980082 -1 03 47.0
DH4793
DH4793! - Elev Factor x Scale Factor = Combined Factor
DH4793!SPC OR S - 0.99999401 x 0.99991135 = 0.99990536
DH4793!UTM 10 - 0.99999401 x 0.99980082 = 0.99979483
DH4793
DH4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCN7223643798(NAD 83)
DH4793
DH4793 SUPERSEDED SURVEY CONTROL
DH4793
DH4793 NAD 83(2011)- 42 50 09.94309(N) 124 33 47.98626(W) AD(2010.00) A
DH4793 ELLIP H (08/??/11) 38.204 (m) GP(2010.00) 4 1
DH4793 NAD 83(CORS)- 42 50 09.93918(N) 124 33 47.98916(W) AD(2002.00) A
DH4793 ELLIP H (08/??/07) 38.211 (m) GP(2002.00) 4 1
DH4793 ELLIP H (02/10/07) 38.198 (m) GP(2007.00)
DH4793 NAD 83(2007)- 42 50 09.94142(N) 124 33 47.98815(W) AD(2007.00) 0
DH4793 NAD 83(CORS)- 42 50 09.93920(N) 124 33 47.98916(W) AD(2002.00) A
DH4793 ELLIP H (03/??/02) 38.198 (m) GP(2002.00) 4 1
DH4793 NAD 83(CORS)- 42 50 09.93681(N) 124 33 47.99046(W) AD(1997.00) A
DH4793 ELLIP H (07/??/00) 38.204 (m) GP(1997.00) 4 1
DH4793 NAD 83(CORS)- 42 50 09.93729(N) 124 33 47.99018(W) AD(1997.00) A
DH4793 ELLIP H (07/??/98) 38.193 (m) GP(1997.00) 4 1
DH4793
DH4793.Superseded values are not recommended for survey control.
DH4793
DH4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DH4793.See file dsdata.pdf to determine how the superseded data were derived.
DH4793
DH4793_STAMPING: NONE
DH4793
DH4793 STATION DESCRIPTION
DH4793
DH4793'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CABL'
DH4793'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DH4793'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DH4793'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DH4793' https://geodesy.noaa.gov/corsdata/coord/coord_14
DH4793' https://geodesy.noaa.gov/corsdata/station_log
DH4793' https://geodesy.noaa.gov/CORS
DH4793'RECOVERED AS DESCRIBED.
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