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 11:14:48 EST
AH2507 ***********************************************************************
AH2507 CORS - This is a GPS Continuously Operating Reference Station.
AH2507 DESIGNATION - REDMOND CORS ARP
AH2507 CORS_ID - REDM
AH2507 PID - AH2507
AH2507 STATE/COUNTY- OR/DESCHUTES
AH2507 COUNTRY - US
AH2507 USGS QUAD - REDMOND (2017)
AH2507
AH2507 *CURRENT SURVEY CONTROL
AH2507 ______________________________________________________________________
AH2507* NAD 83(2011) POSITION- 44 15 35.14663(N) 121 08 52.31515(W) ADJUSTED
AH2507* NAD 83(2011) ELLIP HT- 920.328 (meters) (07/??/20) ADJUSTED
AH2507* NAD 83(2011) EPOCH - 2010.00
AH2507 ______________________________________________________________________
AH2507 GEOID HEIGHT - -21.109 (meters) GEOID18
AH2507 NAD 83(2011) X - -2,366,948.809 (meters) COMP
AH2507 NAD 83(2011) Y - -3,916,334.895 (meters) COMP
AH2507 NAD 83(2011) Z - 4,429,451.064 (meters) COMP
AH2507
AH2507 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AH2507 Standards:
AH2507 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AH2507 Horiz Ellip SD_N SD_E SD_h (unitless)
AH2507 -------------------------------------------------------------------
AH2507 NETWORK 0.16 0.40 0.07 0.06 0.20 0.08477400
AH2507 -------------------------------------------------------------------
AH2507
AH2507.The coordinates were established by GPS observations
AH2507.and adjusted by the National Geodetic Survey in July 2020.
AH2507
AH2507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AH2507.been affixed to the stable North American Tectonic Plate.
AH2507
AH2507.The coordinates are valid at the epoch date displayed above
AH2507.which is a decimal equivalence of Year/Month/Day.
AH2507
AH2507.Due to the release of the International GNSS Service (IGS) 2014
AH2507.realization of the International Terrestrial Reference Frame of 2014
AH2507.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AH2507.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AH2507.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AH2507.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AH2507.currently published epoch of 2010.00.
AH2507
AH2507.Additional information on MYCS2 is available at
AH2507.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AH2507
AH2507.Significant digits in the geoid height do not necessarily reflect accuracy.
AH2507.GEOID18 height accuracy estimate available here.
AH2507
AH2507.The PID for the CORS L1 Phase Center is DR1456.
AH2507
AH2507.Click photographs - Photos may exist for this station.
AH2507
AH2507.The XYZ, and position/ellipsoidal ht. are equivalent.
AH2507
AH2507.The ellipsoidal height was determined by GPS observations
AH2507.and is referenced to NAD 83.
AH2507
AH2507. The following values were computed from the NAD 83(2011) position.
AH2507
AH2507; North East Units Scale Factor Converg.
AH2507;SPC OR S - 288,268.365 1,448,260.999 MT 1.00007642 -0 26 35.6
AH2507;SPC OR S - 945,762.35 4,751,512.46 iFT 1.00007642 -0 26 35.6
AH2507;UTM 10 - 4,902,392.826 647,844.556 MT 0.99986882 +1 17 34.3
AH2507
AH2507! - Elev Factor x Scale Factor = Combined Factor
AH2507!SPC OR S - 0.99985571 x 1.00007642 = 0.99993212
AH2507!UTM 10 - 0.99985571 x 0.99986882 = 0.99972455
AH2507
AH2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4784402392(NAD 83)
AH2507
AH2507 SUPERSEDED SURVEY CONTROL
AH2507
AH2507 NAD 83(2011)- 44 15 35.14662(N) 121 08 52.31514(W) AD(2010.00) c
AH2507 ELLIP H (06/??/19) 920.348 (m) GP(2010.00) c c
AH2507 NAD 83(2011)- 44 15 35.14667(N) 121 08 52.31510(W) AD(2010.00) c
AH2507 ELLIP H (08/??/11) 920.345 (m) GP(2010.00) c c
AH2507 NAD 83(CORS)- 44 15 35.14513(N) 121 08 52.31624(W) AD(2002.00) c
AH2507 ELLIP H (03/??/02) 920.367 (m) GP(2002.00) c c
AH2507 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) c
AH2507 ELLIP H (09/??/98) 920.438 (m) GP(1997.00) c c
AH2507 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) c
AH2507 ELLIP H (09/01/98) 920.359 (m) GP(1997.00) c c
AH2507 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) c
AH2507 ELLIP H (09/??/97) 920.359 (m) GP(1997.00) c c
AH2507
AH2507.Superseded values are not recommended for survey control.
AH2507
AH2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH2507.See file dsdata.pdf to determine how the superseded data were derived.
AH2507
AH2507_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AH2507
AH2507 STATION DESCRIPTION
AH2507
AH2507'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
AH2507'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AH2507'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AH2507'ACCESSIBLE AT THE WORLDWIDE WEB.
AH2507'https://geodesy.noaa.gov/CORS/data.shtml
AH2507'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 18, 2025 11:14:48 EST
AH2509 ***********************************************************************
AH2509 CORS - This is a GPS Continuously Operating Reference Station.
AH2509 DESIGNATION - REDMOND CORS MONUMENT
AH2509 CORS_ID - REDM
AH2509 PID - AH2509
AH2509 STATE/COUNTY- OR/DESCHUTES
AH2509 COUNTRY - US
AH2509 USGS QUAD - REDMOND (2017)
AH2509
AH2509 *CURRENT SURVEY CONTROL
AH2509 ______________________________________________________________________
AH2509* NAD 83(2011) POSITION- 44 15 35.14663(N) 121 08 52.31515(W) ADJUSTED
AH2509* NAD 83(2011) ELLIP HT- 920.249 (meters) (07/??/20) ADJUSTED
AH2509* NAD 83(2011) EPOCH - 2010.00
AH2509* NAVD 88 ORTHO HEIGHT - 941.4 (meters) 3089. (feet) GPS OBS
AH2509 ______________________________________________________________________
AH2509 NAVD 88 orthometric height was determined with geoid model GEOID96
AH2509 GEOID HEIGHT - -20.968 (meters) GEOID96
AH2509 GEOID HEIGHT - -21.109 (meters) GEOID18
AH2509 NAD 83(2011) X - -2,366,948.780 (meters) COMP
AH2509 NAD 83(2011) Y - -3,916,334.846 (meters) COMP
AH2509 NAD 83(2011) Z - 4,429,451.009 (meters) COMP
AH2509 LAPLACE CORR - 4.06 (seconds) DEFLEC18
AH2509
AH2509 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AH2509 Standards:
AH2509 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AH2509 Horiz Ellip SD_N SD_E SD_h (unitless)
AH2509 -------------------------------------------------------------------
AH2509 NETWORK 0.16 0.40 0.07 0.06 0.20 0.08477400
AH2509 -------------------------------------------------------------------
AH2509
AH2509.The horizontal coordinates were established by GPS observations
AH2509.and adjusted by the National Geodetic Survey in July 2020.
AH2509
AH2509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AH2509.been affixed to the stable North American Tectonic Plate.
AH2509
AH2509.The horizontal coordinates are valid at the epoch date displayed above
AH2509.which is a decimal equivalence of Year/Month/Day.
AH2509
AH2509.Due to the release of the International GNSS Service (IGS) 2014
AH2509.realization of the International Terrestrial Reference Frame of 2014
AH2509.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AH2509.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AH2509.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AH2509.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AH2509.currently published epoch of 2010.00.
AH2509
AH2509.Additional information on MYCS2 is available at
AH2509.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AH2509
AH2509.The orthometric height was determined by GPS observations and a
AH2509.high-resolution geoid model.
AH2509
AH2509.Significant digits in the geoid height do not necessarily reflect accuracy.
AH2509.GEOID18 height accuracy estimate available here.
AH2509
AH2509.Click photographs - Photos may exist for this station.
AH2509
AH2509.The XYZ, and position/ellipsoidal ht. are equivalent.
AH2509
AH2509.The Laplace correction was computed from DEFLEC18 derived deflections.
AH2509
AH2509.The ellipsoidal height was determined by GPS observations
AH2509.and is referenced to NAD 83.
AH2509
AH2509. The following values were computed from the NAD 83(2011) position.
AH2509
AH2509; North East Units Scale Factor Converg.
AH2509;SPC OR S - 288,268.365 1,448,260.999 MT 1.00007642 -0 26 35.6
AH2509;SPC OR S - 945,762.35 4,751,512.46 iFT 1.00007642 -0 26 35.6
AH2509;UTM 10 - 4,902,392.826 647,844.556 MT 0.99986882 +1 17 34.3
AH2509
AH2509! - Elev Factor x Scale Factor = Combined Factor
AH2509!SPC OR S - 0.99985573 x 1.00007642 = 0.99993213
AH2509!UTM 10 - 0.99985573 x 0.99986882 = 0.99972456
AH2509
AH2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFQ4784402392(NAD 83)
AH2509
AH2509 SUPERSEDED SURVEY CONTROL
AH2509
AH2509 NAD 83(2011)- 44 15 35.14662(N) 121 08 52.31514(W) AD(2010.00) A
AH2509 ELLIP H (06/??/19) 920.268 (m) GP(2010.00) 4 1
AH2509 NAD 83(2011)- 44 15 35.14667(N) 121 08 52.31510(W) AD(2010.00) A
AH2509 ELLIP H (08/??/11) 920.266 (m) GP(2010.00) 4 1
AH2509 ELLIP H (02/10/07) 920.287 (m) GP(2007.00)
AH2509 NAD 83(2007)- 44 15 35.14532(N) 121 08 52.31651(W) AD(2007.00) 0
AH2509 NAD 83(CORS)- 44 15 35.14513(N) 121 08 52.31624(W) AD(2002.00) A
AH2509 ELLIP H (03/??/02) 920.287 (m) GP(2002.00) 4 1
AH2509 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) A
AH2509 ELLIP H (09/??/98) 920.359 (m) GP(1997.00) 4 1
AH2509 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) A
AH2509 ELLIP H (09/01/98) 920.280 (m) GP(1997.00) 4 1
AH2509 NAD 83(CORS)- 44 15 35.14503(N) 121 08 52.31629(W) AD(1997.00) A
AH2509 ELLIP H (09/??/97) 920.280 (m) GP(1997.00) 4 1
AH2509
AH2509.Superseded values are not recommended for survey control.
AH2509
AH2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH2509.See file dsdata.pdf to determine how the superseded data were derived.
AH2509
AH2509_STAMPING: NONE
AH2509
AH2509 STATION DESCRIPTION
AH2509
AH2509'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'REDM'
AH2509'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AH2509'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AH2509'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AH2509' https://geodesy.noaa.gov/corsdata/coord/coord_14
AH2509' https://geodesy.noaa.gov/corsdata/station_log
AH2509' https://geodesy.noaa.gov/CORS
AH2509'RECOVERED AS DESCRIBED.
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