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 07:32:07 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
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