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 20, 2025 02:28:52 EST
AJ6959 ***********************************************************************
AJ6959 CORS - This is a GPS Continuously Operating Reference Station.
AJ6959 DESIGNATION - CHZZ_PNGA_OR1999 CORS ARP
AJ6959 CORS_ID - CHZZ
AJ6959 PID - AJ6959
AJ6959 STATE/COUNTY- OR/TILLAMOOK
AJ6959 COUNTRY - US
AJ6959 USGS QUAD - NETARTS (2017)
AJ6959
AJ6959 *CURRENT SURVEY CONTROL
AJ6959 ______________________________________________________________________
AJ6959* NAD 83(2011) POSITION- 45 29 11.44088(N) 123 58 41.18369(W) ADJUSTED
AJ6959* NAD 83(2011) ELLIP HT- 51.135 (meters) (06/??/19) ADJUSTED
AJ6959* NAD 83(2011) EPOCH - 2010.00
AJ6959 ______________________________________________________________________
AJ6959 GEOID HEIGHT - -23.324 (meters) GEOID18
AJ6959 NAD 83(2011) X - -2,503,335.709 (meters) COMP
AJ6959 NAD 83(2011) Y - -3,714,408.598 (meters) COMP
AJ6959 NAD 83(2011) Z - 4,525,454.777 (meters) COMP
AJ6959
AJ6959 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ6959 Standards:
AJ6959 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ6959 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ6959 -------------------------------------------------------------------
AJ6959 NETWORK 0.16 0.49 0.07 0.06 0.25 0.06170300
AJ6959 -------------------------------------------------------------------
AJ6959
AJ6959.The coordinates were established by GPS observations
AJ6959.and adjusted by the National Geodetic Survey in June 2019.
AJ6959
AJ6959.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ6959.been affixed to the stable North American Tectonic Plate.
AJ6959
AJ6959.The coordinates are valid at the epoch date displayed above
AJ6959.which is a decimal equivalence of Year/Month/Day.
AJ6959
AJ6959.Due to the release of the International GNSS Service (IGS) 2014
AJ6959.realization of the International Terrestrial Reference Frame of 2014
AJ6959.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AJ6959.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AJ6959.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AJ6959.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AJ6959.currently published epoch of 2010.00.
AJ6959
AJ6959.Additional information on MYCS2 is available at
AJ6959.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AJ6959
AJ6959.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ6959.GEOID18 height accuracy estimate available here.
AJ6959
AJ6959.The PID for the CORS L1 Phase Center is DN9082.
AJ6959
AJ6959.Click photographs - Photos may exist for this station.
AJ6959
AJ6959.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ6959
AJ6959.The ellipsoidal height was determined by GPS observations
AJ6959.and is referenced to NAD 83.
AJ6959
AJ6959. The following values were computed from the NAD 83(2011) position.
AJ6959
AJ6959; North East Units Scale Factor Converg.
AJ6959;SPC OR N - 208,076.779 2,228,201.486 MT 0.99990994 -2 27 59.8
AJ6959;SPC OR N - 682,666.60 7,310,372.33 iFT 0.99990994 -2 27 59.8
AJ6959;UTM 10 - 5,037,463.206 423,565.475 MT 0.99967183 -0 41 51.0
AJ6959
AJ6959! - Elev Factor x Scale Factor = Combined Factor
AJ6959!SPC OR N - 0.99999198 x 0.99990994 = 0.99990192
AJ6959!UTM 10 - 0.99999198 x 0.99967183 = 0.99966382
AJ6959
AJ6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2356537463(NAD 83)
AJ6959
AJ6959 SUPERSEDED SURVEY CONTROL
AJ6959
AJ6959 ELLIP H (06/27/12) 51.158 (m) GP(2010.00) 0 0
AJ6959 NAD 83(2011)- 45 29 11.44105(N) 123 58 41.18397(W) AD(2010.00) c
AJ6959 NAD 83(2011)- 45 29 11.44092(N) 123 58 41.18358(W) AD(2010.00) c
AJ6959 ELLIP H (08/??/11) 51.161 (m) GP(2010.00) c c
AJ6959 NAD 83(CORS)- 45 29 11.43812(N) 123 58 41.18748(W) AD(2002.00) c
AJ6959 ELLIP H (08/??/07) 51.170 (m) GP(2002.00) c c
AJ6959 ELLIP H (02/10/07) 51.164 (m) GP(2007.00)
AJ6959 NAD 83(2007)- 45 29 11.43971(N) 123 58 41.18644(W) AD(2007.00) c
AJ6959 NAD 83(CORS)- 45 29 11.43774(N) 123 58 41.18743(W) AD(2002.00) c
AJ6959 ELLIP H (03/??/02) 51.164 (m) GP(2002.00) c c
AJ6959 NAD 83(CORS)- 45 29 11.43614(N) 123 58 41.19131(W) AD(1997.00) c
AJ6959 ELLIP H (01/??/02) 51.172 (m) GP(1997.00) c c
AJ6959
AJ6959.Superseded values are not recommended for survey control.
AJ6959
AJ6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ6959.See file dsdata.pdf to determine how the superseded data were derived.
AJ6959
AJ6959_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AJ6959
AJ6959 STATION DESCRIPTION
AJ6959
AJ6959'DESCRIBED BY NATIONAL GEODETIC SURVEY 2019
AJ6959'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AJ6959'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AJ6959'ACCESSIBLE AT THE WORLDWIDE WEB.
AJ6959'https://geodesy.noaa.gov/CORS/data.shtml
AJ6959'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 20, 2025 02:28:52 EST
AJ6961 ***********************************************************************
AJ6961 CORS - This is a GPS Continuously Operating Reference Station.
AJ6961 DESIGNATION - CHZZ_PNGA_OR1999 CORS MONUMENT
AJ6961 CORS_ID - CHZZ
AJ6961 PID - AJ6961
AJ6961 STATE/COUNTY- OR/TILLAMOOK
AJ6961 COUNTRY - US
AJ6961 USGS QUAD - NETARTS (2017)
AJ6961
AJ6961 *CURRENT SURVEY CONTROL
AJ6961 ______________________________________________________________________
AJ6961* NAD 83(2011) POSITION- 45 29 11.44088(N) 123 58 41.18369(W) ADJUSTED
AJ6961* NAD 83(2011) ELLIP HT- 51.091 (meters) (06/??/19) ADJUSTED
AJ6961* NAD 83(2011) EPOCH - 2010.00
AJ6961 ______________________________________________________________________
AJ6961 GEOID HEIGHT - -23.324 (meters) GEOID18
AJ6961 NAD 83(2011) X - -2,503,335.692 (meters) COMP
AJ6961 NAD 83(2011) Y - -3,714,408.573 (meters) COMP
AJ6961 NAD 83(2011) Z - 4,525,454.746 (meters) COMP
AJ6961 LAPLACE CORR - 23.79 (seconds) DEFLEC18
AJ6961
AJ6961 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AJ6961 Standards:
AJ6961 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AJ6961 Horiz Ellip SD_N SD_E SD_h (unitless)
AJ6961 -------------------------------------------------------------------
AJ6961 NETWORK 0.16 0.49 0.07 0.06 0.25 0.06170300
AJ6961 -------------------------------------------------------------------
AJ6961
AJ6961.The horizontal coordinates were established by GPS observations
AJ6961.and adjusted by the National Geodetic Survey in June 2019.
AJ6961
AJ6961.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AJ6961.been affixed to the stable North American Tectonic Plate.
AJ6961
AJ6961.The horizontal coordinates are valid at the epoch date displayed above
AJ6961.which is a decimal equivalence of Year/Month/Day.
AJ6961
AJ6961.Due to the release of the International GNSS Service (IGS) 2014
AJ6961.realization of the International Terrestrial Reference Frame of 2014
AJ6961.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AJ6961.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AJ6961.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AJ6961.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AJ6961.currently published epoch of 2010.00.
AJ6961
AJ6961.Additional information on MYCS2 is available at
AJ6961.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AJ6961
AJ6961.Significant digits in the geoid height do not necessarily reflect accuracy.
AJ6961.GEOID18 height accuracy estimate available here.
AJ6961
AJ6961.Click photographs - Photos may exist for this station.
AJ6961
AJ6961.The XYZ, and position/ellipsoidal ht. are equivalent.
AJ6961
AJ6961.The Laplace correction was computed from DEFLEC18 derived deflections.
AJ6961
AJ6961.The ellipsoidal height was determined by GPS observations
AJ6961.and is referenced to NAD 83.
AJ6961
AJ6961. The following values were computed from the NAD 83(2011) position.
AJ6961
AJ6961; North East Units Scale Factor Converg.
AJ6961;SPC OR N - 208,076.779 2,228,201.486 MT 0.99990994 -2 27 59.8
AJ6961;SPC OR N - 682,666.60 7,310,372.33 iFT 0.99990994 -2 27 59.8
AJ6961;UTM 10 - 5,037,463.206 423,565.475 MT 0.99967183 -0 41 51.0
AJ6961
AJ6961! - Elev Factor x Scale Factor = Combined Factor
AJ6961!SPC OR N - 0.99999199 x 0.99990994 = 0.99990193
AJ6961!UTM 10 - 0.99999199 x 0.99967183 = 0.99966382
AJ6961
AJ6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDR2356537463(NAD 83)
AJ6961
AJ6961 SUPERSEDED SURVEY CONTROL
AJ6961
AJ6961 NAD 83(2011)- 45 29 11.44092(N) 123 58 41.18358(W) AD(2010.00) A
AJ6961 ELLIP H (08/??/11) 51.116 (m) GP(2010.00) 4 1
AJ6961 NAD 83(CORS)- 45 29 11.43812(N) 123 58 41.18748(W) AD(2002.00) A
AJ6961 ELLIP H (08/??/07) 51.126 (m) GP(2002.00) 4 1
AJ6961 NAD 83(CORS)- 45 29 11.43774(N) 123 58 41.18743(W) AD(2002.00) A
AJ6961 ELLIP H (03/??/02) 51.120 (m) GP(2002.00) 4 1
AJ6961 NAD 83(CORS)- 45 29 11.43614(N) 123 58 41.19131(W) AD(1997.00) A
AJ6961 ELLIP H (01/??/02) 51.128 (m) GP(1997.00) 4 1
AJ6961
AJ6961.Superseded values are not recommended for survey control.
AJ6961
AJ6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AJ6961.See file dsdata.pdf to determine how the superseded data were derived.
AJ6961
AJ6961_STAMPING: UNKNOWN
AJ6961
AJ6961 STATION DESCRIPTION
AJ6961
AJ6961'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'CHZZ'
AJ6961'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
AJ6961'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
AJ6961'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
AJ6961' https://geodesy.noaa.gov/corsdata/coord/coord_14
AJ6961' https://geodesy.noaa.gov/corsdata/station_log
AJ6961' https://geodesy.noaa.gov/CORS
AJ6961'RECOVERED AS DESCRIBED.
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