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 19:37:21 EST
AF9564 ***********************************************************************
AF9564 HT_MOD - This is a Height Modernization Survey Station.
AF9564 CORS - This is a GPS Continuously Operating Reference Station.
AF9564 DESIGNATION - QUINCY CORS ARP
AF9564 CORS_ID - QUIN
AF9564 PID - AF9564
AF9564 STATE/COUNTY- CA/PLUMAS
AF9564 COUNTRY - US
AF9564 USGS QUAD - QUINCY (2018)
AF9564
AF9564 *CURRENT SURVEY CONTROL
AF9564 ______________________________________________________________________
AF9564* NAD 83(2011) POSITION- 39 58 28.38077(N) 120 56 39.88942(W) ADJUSTED
AF9564* NAD 83(2011) ELLIP HT- 1106.868 (meters) (05/??/20) ADJUSTED
AF9564* NAD 83(2011) EPOCH - 2010.00
AF9564* NAVD 88 ORTHO HEIGHT - 1130.23 (meters) 3708.1 (feet) GPS OBS
AF9564 ______________________________________________________________________
AF9564 NAVD 88 orthometric height was determined with an earlier geoid model
AF9564 GEOID HEIGHT - -23.899 (meters) GEOID18
AF9564 NAD 83(2011) X - -2,517,230.695 (meters) COMP
AF9564 NAD 83(2011) Y - -4,198,596.677 (meters) COMP
AF9564 NAD 83(2011) Z - 4,076,531.584 (meters) COMP
AF9564
AF9564 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
AF9564 Standards:
AF9564 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
AF9564 Horiz Ellip SD_N SD_E SD_h (unitless)
AF9564 -------------------------------------------------------------------
AF9564 NETWORK 0.01 0.03 0.00 0.00 0.01 0.01157000
AF9564 -------------------------------------------------------------------
AF9564
AF9564.The coordinates were established by GPS observations
AF9564.and adjusted by the National Geodetic Survey in May 2020.
AF9564
AF9564.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
AF9564.been affixed to the stable North American Tectonic Plate.
AF9564
AF9564.The coordinates are valid at the epoch date displayed above
AF9564.which is a decimal equivalence of Year/Month/Day.
AF9564
AF9564.Due to the release of the International GNSS Service (IGS) 2014
AF9564.realization of the International Terrestrial Reference Frame of 2014
AF9564.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
AF9564.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
AF9564.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
AF9564.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
AF9564.currently published epoch of 2010.00.
AF9564
AF9564.Additional information on MYCS2 is available at
AF9564.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
AF9564
AF9564.The orthometric height was determined by GPS observations and a
AF9564.high-resolution geoid model using precise GPS observation and
AF9564.processing techniques.
AF9564
AF9564.Significant digits in the geoid height do not necessarily reflect accuracy.
AF9564.GEOID18 height accuracy estimate available here.
AF9564
AF9564.The PID for the CORS L1 Phase Center is DM3066.
AF9564
AF9564.Click photographs - Photos may exist for this station.
AF9564
AF9564.The XYZ, and position/ellipsoidal ht. are equivalent.
AF9564
AF9564.The ellipsoidal height was determined by GPS observations
AF9564.and is referenced to NAD 83.
AF9564
AF9564. The following values were computed from the NAD 83(2011) position.
AF9564
AF9564; North East Units Scale Factor Converg.
AF9564;SPC CA 1 - 571,744.018 2,090,172.444 MT 1.00000651 +0 41 24.8
AF9564;SPC CA 1 - 1,875,796.83 6,857,507.43 sFT 1.00000651 +0 41 24.8
AF9564;UTM 10 - 4,426,955.981 675,536.002 MT 0.99997934 +1 19 15.4
AF9564
AF9564! - Elev Factor x Scale Factor = Combined Factor
AF9564!SPC CA 1 - 0.99982639 x 1.00000651 = 0.99983290
AF9564!UTM 10 - 0.99982639 x 0.99997934 = 0.99980573
AF9564
AF9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK7553626955(NAD 83)
AF9564
AF9564 SUPERSEDED SURVEY CONTROL
AF9564
AF9564 NAD 83(2011)- 39 58 28.38078(N) 120 56 39.88941(W) AD(2010.00) c
AF9564 ELLIP H (06/??/19) 1106.868 (m) GP(2010.00) c c
AF9564 NAD 83(2011)- 39 58 28.38082(N) 120 56 39.88941(W) AD(2010.00) c
AF9564 ELLIP H (12/??/17) 1106.868 (m) GP(2010.00) c c
AF9564 NAD 83(2011)- 39 58 28.38082(N) 120 56 39.88941(W) AD(2010.00) c
AF9564 ELLIP H (10/??/12) 1106.344 (m) GP(2010.00) c c
AF9564 ELLIP H (06/27/12) 1106.308 (m) GP(2010.00) 0 0
AF9564 NAD 83(2011)- 39 58 28.38088(N) 120 56 39.88938(W) AD(2010.00) c
AF9564 NAD 83(2011)- 39 58 28.38081(N) 120 56 39.88943(W) AD(2010.00) c
AF9564 ELLIP H (08/??/11) 1106.358 (m) GP(2010.00) c c
AF9564 NAD 83(CORS)- 39 58 28.37868(N) 120 56 39.88689(W) AD(2002.00) c
AF9564 ELLIP H (09/??/10) 1106.365 (m) GP(2002.00) c c
AF9564 ELLIP H (02/10/07) 1106.282 (m) GP(2007.00)
AF9564 NAD 83(2007)- 39 58 28.38052(N) 120 56 39.88860(W) AD(2007.00) c
AF9564 NAD 83(CORS)- 39 58 28.37874(N) 120 56 39.88710(W) AD(2002.00) c
AF9564 ELLIP H (03/??/02) 1106.330 (m) GP(2002.00) c c
AF9564 NAD 83(CORS)- 39 58 28.37734(N) 120 56 39.88566(W) AD(1997.00) c
AF9564 ELLIP H (07/??/00) 1106.366 (m) GP(1997.00) c c
AF9564 NAD 83(CORS)- 39 58 28.37731(N) 120 56 39.88553(W) AD(1997.00) c
AF9564 ELLIP H (07/??/98) 1106.371 (m) GP(1997.00) c c
AF9564 NAD 83(CORS)- 39 58 28.37710(N) 120 56 39.88522(W) AD(1996.00) c
AF9564 ELLIP H (09/??/96) 1106.415 (m) GP(1996.00) c c
AF9564
AF9564.Superseded values are not recommended for survey control.
AF9564
AF9564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AF9564.See file dsdata.pdf to determine how the superseded data were derived.
AF9564
AF9564_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
AF9564
AF9564 STATION DESCRIPTION
AF9564
AF9564'DESCRIBED BY NATIONAL GEODETIC SURVEY 2020
AF9564'STATION IS PART OF THE NOAA CORS NETWORK. LATEST INFORMATION INCLUDING
AF9564'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
AF9564'ACCESSIBLE AT THE WORLDWIDE WEB.
AF9564'https://geodesy.noaa.gov/CORS/data.shtml
AF9564'https://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = FEBRUARY 17, 2025 19:37:21 EST
KS1340 ***********************************************************************
KS1340 CORS - This is a GPS Continuously Operating Reference Station.
KS1340 FBN - This is a Federal Base Network Control Station.
KS1340 DESIGNATION - QUINCY 7221
KS1340 CORS_ID - QUIN
KS1340 PID - KS1340
KS1340 STATE/COUNTY- CA/PLUMAS
KS1340 COUNTRY - US
KS1340 USGS QUAD - QUINCY (2018)
KS1340
KS1340 *CURRENT SURVEY CONTROL
KS1340 ______________________________________________________________________
KS1340* NAD 83(2011) POSITION- 39 58 28.38077(N) 120 56 39.88942(W) ADJUSTED
KS1340* NAD 83(2011) ELLIP HT- 1106.283 (meters) (05/??/20) ADJUSTED
KS1340* NAD 83(2011) EPOCH - 2010.00
KS1340* NAVD 88 ORTHO HEIGHT - 1130.197 (meters) 3707.99 (feet) ADJUSTED
KS1340 ______________________________________________________________________
KS1340 GEOID HEIGHT - -23.899 (meters) GEOID18
KS1340 NAD 83(2011) X - -2,517,230.464 (meters) COMP
KS1340 NAD 83(2011) Y - -4,198,596.293 (meters) COMP
KS1340 NAD 83(2011) Z - 4,076,531.208 (meters) COMP
KS1340 LAPLACE CORR - 2.81 (seconds) DEFLEC18
KS1340 VERT ORDER - SECOND CLASS I
KS1340
KS1340 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
KS1340 Standards:
KS1340 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
KS1340 Horiz Ellip SD_N SD_E SD_h (unitless)
KS1340 -------------------------------------------------------------------
KS1340 NETWORK 0.01 0.03 0.00 0.00 0.01 0.01157000
KS1340 -------------------------------------------------------------------
KS1340
KS1340.The horizontal coordinates were established by GPS observations
KS1340.and adjusted by the National Geodetic Survey in May 2020.
KS1340
KS1340.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
KS1340.been affixed to the stable North American Tectonic Plate.
KS1340
KS1340.The horizontal coordinates are valid at the epoch date displayed above
KS1340.which is a decimal equivalence of Year/Month/Day.
KS1340
KS1340.Due to the release of the International GNSS Service (IGS) 2014
KS1340.realization of the International Terrestrial Reference Frame of 2014
KS1340.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
KS1340.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
KS1340.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
KS1340.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
KS1340.currently published epoch of 2010.00.
KS1340
KS1340.Additional information on MYCS2 is available at
KS1340.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
KS1340
KS1340.The orthometric height was determined by differential leveling and
KS1340.adjusted by the NATIONAL GEODETIC SURVEY
KS1340.in July 2002.
KS1340
KS1340.Significant digits in the geoid height do not necessarily reflect accuracy.
KS1340.GEOID18 height accuracy estimate available here.
KS1340
KS1340.Click photographs - Photos may exist for this station.
KS1340
KS1340.The XYZ, and position/ellipsoidal ht. are equivalent.
KS1340
KS1340.The Laplace correction was computed from DEFLEC18 derived deflections.
KS1340
KS1340.The ellipsoidal height was determined by GPS observations
KS1340.and is referenced to NAD 83.
KS1340
KS1340. The following values were computed from the NAD 83(2011) position.
KS1340
KS1340; North East Units Scale Factor Converg.
KS1340;SPC CA 1 - 571,744.018 2,090,172.444 MT 1.00000651 +0 41 24.8
KS1340;SPC CA 1 - 1,875,796.83 6,857,507.43 sFT 1.00000651 +0 41 24.8
KS1340;UTM 10 - 4,426,955.981 675,536.002 MT 0.99997934 +1 19 15.4
KS1340
KS1340! - Elev Factor x Scale Factor = Combined Factor
KS1340!SPC CA 1 - 0.99982648 x 1.00000651 = 0.99983299
KS1340!UTM 10 - 0.99982648 x 0.99997934 = 0.99980582
KS1340
KS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK7553626955(NAD 83)
KS1340
KS1340 SUPERSEDED SURVEY CONTROL
KS1340
KS1340 NAD 83(2011)- 39 58 28.38078(N) 120 56 39.88941(W) AD(2010.00) A
KS1340 ELLIP H (06/??/19) 1106.283 (m) GP(2010.00) 4 1
KS1340 NAD 83(2011)- 39 58 28.38082(N) 120 56 39.88941(W) AD(2010.00) A
KS1340 ELLIP H (12/??/17) 1106.283 (m) GP(2010.00) 4 1
KS1340 NAD 83(2011)- 39 58 28.38082(N) 120 56 39.88941(W) AD(2010.00) A
KS1340 ELLIP H (10/??/12) 1105.760 (m) GP(2010.00) 4 1
KS1340 ELLIP H (06/27/12) 1106.267 (m) GP(2010.00) 0 0
KS1340 NAD 83(2011)- 39 58 28.38084(N) 120 56 39.88917(W) AD(2010.00) 0
KS1340 NAD 83(2011)- 39 58 28.38081(N) 120 56 39.88943(W) AD(2010.00) A
KS1340 ELLIP H (08/??/11) 1105.773 (m) GP(2010.00) 4 1
KS1340 NAD 83(CORS)- 39 58 28.37868(N) 120 56 39.88689(W) AD(2002.00) A
KS1340 ELLIP H (09/??/10) 1105.780 (m) GP(2002.00) 4 1
KS1340 ELLIP H (02/10/07) 1106.282 (m) GP(2007.00)
KS1340 NAD 83(2007)- 39 58 28.38052(N) 120 56 39.88890(W) AD(2007.00) 0
KS1340 NAD 83(CORS)- 39 58 28.37874(N) 120 56 39.88710(W) AD(2002.00) A
KS1340 ELLIP H (03/??/02) 1105.745 (m) GP(2002.00) 4 1
KS1340 NAD 83(CORS)- 39 58 28.37734(N) 120 56 39.88566(W) AD(1997.00) A
KS1340 ELLIP H (07/??/00) 1105.782 (m) GP(1997.00) 4 1
KS1340 NAD 83(CORS)- 39 58 28.37731(N) 120 56 39.88553(W) AD(1997.00) A
KS1340 ELLIP H (07/??/98) 1105.787 (m) GP(1997.00) 4 1
KS1340 NAD 83(CORS)- 39 58 28.37710(N) 120 56 39.88522(W) AD(1996.00) A
KS1340 ELLIP H (09/??/96) 1105.830 (m) GP(1996.00) 4 1
KS1340 ELLIP H (06/14/96) 1106.408 (m) GP(1991.35) 4 1
KS1340 NAD 83(1992)- 39 58 28.37589(N) 120 56 39.88254(W) AD(1991.35) B
KS1340 ELLIP H (04/03/92) 1106.411 (m) GP(1991.35) 1 1
KS1340 NAD 83(1992)- 39 58 28.37545(N) 120 56 39.88254(W) AD(1991.35) A
KS1340 NAD 83(1986)- 39 58 28.37468(N) 120 56 39.88049(W) AD(1984.00) 1
KS1340 NAVD 88 1130.20 (m) 3708.0 (f) LEVELING 3
KS1340 NAVD 88 1130.30 (m) 3708.3 (f) LEVELING 3
KS1340 NAVD 88 1130.30 (m) 3708.3 (f) LEVELING 3
KS1340
KS1340.Superseded values are not recommended for survey control.
KS1340
KS1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KS1340.See file dsdata.pdf to determine how the superseded data were derived.
KS1340
KS1340_MARKER: DD = SURVEY DISK
KS1340_SETTING: 0 = UNSPECIFIED SETTING
KS1340_STAMPING: 7221 1982
KS1340_MARK LOGO: NASA
KS1340_PROJECTION: PROJECTING 1 CENTIMETERS
KS1340_MAGNETIC: O = OTHER; SEE DESCRIPTION
KS1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
KS1340+STABILITY: SURFACE MOTION
KS1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
KS1340+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1995
KS1340
KS1340 HISTORY - Date Condition Report By
KS1340 HISTORY - 1982 MONUMENTED NASA
KS1340 HISTORY - 1982 GOOD NGS
KS1340 HISTORY - 1987 GOOD NGS
KS1340 HISTORY - 19900613 GOOD NGS
KS1340 HISTORY - 19910613 GOOD NGS
KS1340 HISTORY - 19940525 GOOD NGS
KS1340 HISTORY - 19950319 GOOD NOS
KS1340
KS1340 STATION DESCRIPTION
KS1340
KS1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
KS1340'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'QUIN'
KS1340'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
KS1340'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
KS1340'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
KS1340' https://geodesy.noaa.gov/corsdata/coord/coord_14
KS1340' https://geodesy.noaa.gov/corsdata/station_log
KS1340' https://geodesy.noaa.gov/CORS
KS1340'RECOVERED IN GOOD CONDITION.
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