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 17, 2025 19:43:35 EST
AH2489 ***********************************************************************
AH2489 CORS - This is a GPS Continuously Operating Reference Station.
AH2489 DESIGNATION - NEWPORT CORS ARP
AH2489 CORS_ID - NEWP
AH2489 PID - AH2489
AH2489 STATE/COUNTY- OR/LINCOLN
AH2489 COUNTRY - US
AH2489 USGS QUAD - NEWPORT SOUTH (2017)
AH2489
AH2489 *CURRENT SURVEY CONTROL
AH2489 ______________________________________________________________________
AH2489* NAD 83(2011) POSITION- 44 35 06.07531(N) 124 03 42.73319(W) ADJUSTED
AH2489* NAD 83(2011) ELLIP HT- 22.194 (meters) (06/??/19) ADJUSTED
AH2489* NAD 83(2011) EPOCH - 2010.00
AH2489 ______________________________________________________________________
AH2489 GEOID HEIGHT - -24.011 (meters) GEOID18
AH2489 NAD 83(2011) X - -2,548,453.860 (meters) COMP
AH2489 NAD 83(2011) Y - -3,769,451.665 (meters) COMP
AH2489 NAD 83(2011) Z - 4,454,637.477 (meters) COMP
AH2489
AH2489 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AH2489 Standards:
AH2489 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AH2489 Horiz Ellip SD_N SD_E SD_h (unitless)
AH2489 -------------------------------------------------------------------
AH2489 NETWORK 0.16 0.37 0.06 0.06 0.19 0.44055500
AH2489 -------------------------------------------------------------------
AH2489
AH2489.The coordinates were established by GPS observations
AH2489.and adjusted by the National Geodetic Survey in June 2019.
AH2489
AH2489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AH2489.been affixed to the stable North American Tectonic Plate.
AH2489
AH2489.The coordinates are valid at the epoch date displayed above
AH2489.which is a decimal equivalence of Year/Month/Day.
AH2489
AH2489.Due to the release of the International GNSS Service (IGS) 2014
AH2489.realization of the International Terrestrial Reference Frame of 2014
AH2489.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AH2489.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AH2489.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AH2489.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AH2489.currently published epoch of 2010.00.
AH2489
AH2489.Additional information on MYCS2 is available at
AH2489.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AH2489
AH2489.Significant digits in the geoid height do not necessarily reflect accuracy.
AH2489.GEOID18 height accuracy estimate available here.
AH2489
AH2489.The PID for the CORS L1 Phase Center is DH8009.
AH2489
AH2489.Click photographs - Photos may exist for this station.
AH2489
AH2489.The XYZ, and position/ellipsoidal ht. are equivalent.
AH2489
AH2489.The ellipsoidal height was determined by GPS observations
AH2489.and is referenced to NAD 83.
AH2489
AH2489. The following values were computed from the NAD 83(2011) position.
AH2489
AH2489; North East Units Scale Factor Converg.
AH2489;SPC OR N - 108,283.711 2,217,244.851 MT 0.99994612 -2 31 33.7
AH2489;SPC OR N - 355,261.52 7,274,425.36 iFT 0.99994612 -2 31 33.7
AH2489;UTM 10 - 4,937,401.513 415,706.390 MT 0.99968738 -0 44 43.6
AH2489
AH2489! - Elev Factor x Scale Factor = Combined Factor
AH2489!SPC OR N - 0.99999652 x 0.99994612 = 0.99994264
AH2489!UTM 10 - 0.99999652 x 0.99968738 = 0.99968390
AH2489
AH2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1570637401(NAD 83)
AH2489
AH2489 SUPERSEDED SURVEY CONTROL
AH2489
AH2489 NAD 83(2011)- 44 35 06.07536(N) 124 03 42.73313(W) AD(2010.00) c
AH2489 ELLIP H (08/??/11) 22.193 (m) GP(2010.00) c c
AH2489 NAD 83(CORS)- 44 35 06.07244(N) 124 03 42.73663(W) AD(2002.00) c
AH2489 ELLIP H (03/??/02) 22.204 (m) GP(2002.00) c c
AH2489 NAD 83(CORS)- 44 35 06.07081(N) 124 03 42.73861(W) AD(1997.00) c
AH2489 ELLIP H (07/??/00) 22.209 (m) GP(1997.00) c c
AH2489 NAD 83(CORS)- 44 35 06.07131(N) 124 03 42.73812(W) AD(1997.00) c
AH2489 ELLIP H (08/??/98) 22.222 (m) GP(1997.00) c c
AH2489
AH2489.Superseded values are not recommended for survey control.
AH2489
AH2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH2489.See file dsdata.pdf to determine how the superseded data were derived.
AH2489
AH2489_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AH2489
AH2489 STATION DESCRIPTION
AH2489
AH2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
AH2489'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AH2489'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AH2489'ACCESSIBLE AT THE WORLDWIDE WEB.
AH2489'https://geodesy.noaa.gov/CORS/data.shtml
AH2489'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 19:43:35 EST
AH2491 ***********************************************************************
AH2491 HT_MOD - This is a Height Modernization Survey Station.
AH2491 CORS - This is a GPS Continuously Operating Reference Station.
AH2491 DESIGNATION - NEWPORT CORS MONUMENT
AH2491 CORS_ID - NEWP
AH2491 PID - AH2491
AH2491 STATE/COUNTY- OR/LINCOLN
AH2491 COUNTRY - US
AH2491 USGS QUAD - NEWPORT SOUTH (2017)
AH2491
AH2491 *CURRENT SURVEY CONTROL
AH2491 ______________________________________________________________________
AH2491* NAD 83(2011) POSITION- 44 35 06.07531(N) 124 03 42.73319(W) ADJUSTED
AH2491* NAD 83(2011) ELLIP HT- 20.770 (meters) (06/??/19) ADJUSTED
AH2491* NAD 83(2011) EPOCH - 2010.00
AH2491* NAVD 88 ORTHO HEIGHT - 44.77 (meters) 146.9 (feet) GPS OBS
AH2491 ______________________________________________________________________
AH2491 NAVD 88 orthometric height was determined with an earlier geoid model
AH2491 GEOID HEIGHT - -24.011 (meters) GEOID18
AH2491 NAD 83(2011) X - -2,548,453.291 (meters) COMP
AH2491 NAD 83(2011) Y - -3,769,450.825 (meters) COMP
AH2491 NAD 83(2011) Z - 4,454,636.477 (meters) COMP
AH2491 LAPLACE CORR - 17.49 (seconds) DEFLEC18
AH2491
AH2491 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AH2491 Standards:
AH2491 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AH2491 Horiz Ellip SD_N SD_E SD_h (unitless)
AH2491 -------------------------------------------------------------------
AH2491 NETWORK 0.16 0.37 0.06 0.06 0.19 0.44055500
AH2491 -------------------------------------------------------------------
AH2491
AH2491.The horizontal coordinates were established by GPS observations
AH2491.and adjusted by the National Geodetic Survey in June 2019.
AH2491
AH2491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AH2491.been affixed to the stable North American Tectonic Plate.
AH2491
AH2491.The horizontal coordinates are valid at the epoch date displayed above
AH2491.which is a decimal equivalence of Year/Month/Day.
AH2491
AH2491.Due to the release of the International GNSS Service (IGS) 2014
AH2491.realization of the International Terrestrial Reference Frame of 2014
AH2491.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AH2491.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AH2491.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AH2491.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AH2491.currently published epoch of 2010.00.
AH2491
AH2491.Additional information on MYCS2 is available at
AH2491.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AH2491
AH2491.The orthometric height was determined by GPS observations and a
AH2491.high-resolution geoid model using precise GPS observation and
AH2491.processing techniques.
AH2491
AH2491.Significant digits in the geoid height do not necessarily reflect accuracy.
AH2491.GEOID18 height accuracy estimate available here.
AH2491
AH2491.Click photographs - Photos may exist for this station.
AH2491
AH2491.The XYZ, and position/ellipsoidal ht. are equivalent.
AH2491
AH2491.The Laplace correction was computed from DEFLEC18 derived deflections.
AH2491
AH2491.The ellipsoidal height was determined by GPS observations
AH2491.and is referenced to NAD 83.
AH2491
AH2491. The following values were computed from the NAD 83(2011) position.
AH2491
AH2491; North East Units Scale Factor Converg.
AH2491;SPC OR N - 108,283.711 2,217,244.851 MT 0.99994612 -2 31 33.7
AH2491;SPC OR N - 355,261.52 7,274,425.36 iFT 0.99994612 -2 31 33.7
AH2491;UTM 10 - 4,937,401.513 415,706.390 MT 0.99968738 -0 44 43.6
AH2491
AH2491! - Elev Factor x Scale Factor = Combined Factor
AH2491!SPC OR N - 0.99999674 x 0.99994612 = 0.99994286
AH2491!UTM 10 - 0.99999674 x 0.99968738 = 0.99968412
AH2491
AH2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDQ1570637401(NAD 83)
AH2491
AH2491 SUPERSEDED SURVEY CONTROL
AH2491
AH2491 NAD 83(2011)- 44 35 06.07536(N) 124 03 42.73313(W) AD(2010.00) A
AH2491 ELLIP H (08/??/11) 20.769 (m) GP(2010.00) 4 1
AH2491 ELLIP H (02/10/07) 20.780 (m) GP(2007.00)
AH2491 NAD 83(2007)- 44 35 06.07426(N) 124 03 42.73503(W) AD(2007.00) 0
AH2491 NAD 83(CORS)- 44 35 06.07244(N) 124 03 42.73663(W) AD(2002.00) A
AH2491 ELLIP H (03/??/02) 20.780 (m) GP(2002.00) 4 1
AH2491 NAD 83(CORS)- 44 35 06.07081(N) 124 03 42.73861(W) AD(1997.00) A
AH2491 ELLIP H (07/??/00) 20.785 (m) GP(1997.00) 4 1
AH2491 NAD 83(CORS)- 44 35 06.07131(N) 124 03 42.73812(W) AD(1997.00) A
AH2491 ELLIP H (08/??/98) 20.798 (m) GP(1997.00) 4 1
AH2491 NAVD 88 (10/13/99) 44.7 (m) GEOID96 model used GPS OBS
AH2491
AH2491.Superseded values are not recommended for survey control.
AH2491
AH2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AH2491.See file dsdata.pdf to determine how the superseded data were derived.
AH2491
AH2491_STAMPING: NONE
AH2491
AH2491 STATION DESCRIPTION
AH2491
AH2491'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'NEWP'
AH2491'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AH2491'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AH2491'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AH2491' https://geodesy.noaa.gov/corsdata/coord/coord_14
AH2491' https://geodesy.noaa.gov/corsdata/station_log
AH2491' https://geodesy.noaa.gov/CORS
AH2491'RECOVERED AS DESCRIBED.
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