Data Sheet Retrieval
The NGS Data Sheet
See file dsdata.txt for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.9
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
LV0967 ***********************************************************************
LV0967 DESIGNATION - GORDA 2
LV0967 PID - LV0967
LV0967 STATE/COUNTY- CA/HUMBOLDT
LV0967 COUNTRY - US
LV0967 USGS QUAD - COOSKIE CREEK (1969)
LV0967
LV0967 *CURRENT SURVEY CONTROL
LV0967 ______________________________________________________________________
LV0967* NAD 83(1992) POSITION- 40 14 51.14428(N) 124 18 29.04710(W) ADJUSTED
LV0967* NAD 83(1992) EPOCH - 1991.35
LV0967* NAVD 88 ORTHO HEIGHT - 724.9 (meters) 2378. (feet) VERTCON
LV0967 ______________________________________________________________________
LV0967 GEOID HEIGHT - -31.121 (meters) GEOID12B
LV0967 LAPLACE CORR - 9.30 (seconds) DEFLEC12B
LV0967 HORZ ORDER - THIRD
LV0967
LV0967.The horizontal coordinates were established by classical geodetic methods
LV0967.and adjusted by the National Geodetic Survey in March 1994.
LV0967.
LV0967.The NAVD 88 height was computed by applying the VERTCON shift value to
LV0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LV0967
LV0967.Significant digits in the geoid height do not necessarily reflect accuracy.
LV0967.GEOID12B height accuracy estimate available here.
LV0967
LV0967.The Laplace correction was computed from DEFLEC12B derived deflections.
LV0967
LV0967. The following values were computed from the NAD 83(1992) position.
LV0967
LV0967; North East Units Scale Factor Converg.
LV0967;SPC CA 1 - 604,098.138 1,803,651.807 MT 0.99994686 -1 30 33.2
LV0967;SPC CA 1 - 1,981,945.31 5,917,480.97 sFT 0.99994686 -1 30 33.2
LV0967;UTM 10 - 4,456,052.927 388,746.268 MT 0.99975236 -0 50 42.8
LV0967
LV0967! - Elev Factor x Scale Factor = Combined Factor
LV0967!SPC CA 1 - 0.99989118 x 0.99994686 = 0.99983805
LV0967!UTM 10 - 0.99989118 x 0.99975236 = 0.99964357
LV0967
LV0967: Primary Azimuth Mark Grid Az
LV0967:SPC CA 1 - FOUR MILE CREEK RESET 282 58 40.2
LV0967:UTM 10 - FOUR MILE CREEK RESET 282 18 49.8
LV0967
LV0967|---------------------------------------------------------------------|
LV0967| PID Reference Object Distance Geod. Az |
LV0967| dddmmss.s |
LV0967| DB5956 GORDA 2 RM 7.630 METERS 23346 |
LV0967| LV0989 FOUR MILE CREEK RESET APPROX. 3.4 KM 2812807.0 |
LV0967|---------------------------------------------------------------------|
LV0967
LV0967 SUPERSEDED SURVEY CONTROL
LV0967
LV0967 NAD 83(1986)- 40 14 51.08521(N) 124 18 29.01602(W) AD(1984.00) 3
LV0967 NAD 27 - 40 14 51.58800(N) 124 18 24.84800(W) AD( ) 3
LV0967 NGVD 29 (07/19/86) 723.9 (m) 2375. (f) VERT ANG
LV0967
LV0967.Superseded values are not recommended for survey control.
LV0967
LV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LV0967.See file dsdata.txt to determine how the superseded data were derived.
LV0967
LV0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8874656052(NAD 83)
LV0967
LV0967_MARKER: Z = SEE DESCRIPTION
LV0967_SETTING: 0 = UNSPECIFIED SETTING
LV0967
LV0967 HISTORY - Date Condition Report By
LV0967 HISTORY - 1930 MONUMENTED CGS
LV0967
LV0967 STATION DESCRIPTION
LV0967
LV0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (HAK)
LV0967'STATION IS LOCATED NEAR THE SITE OF STATION GORDA 1871 ON THE
LV0967'H.J. DAVIS RIDGE AT AN ELEVATION OF ABOUT 2,350 FEET. STATION
LV0967'IS ABOUT 1-1/2 MILES E OF SEA LION GULCH AND 1-1/2 MILES W
LV0967'OF LITTLE CHAPARRAL PEAK. STATION IS ABOUT 150 METERS NE OF
LV0967'THE HIGHEST POINT OF THE HILL AND AT THE N EDGE OF MASS OF
LV0967'OUTCROPPING ROCK SO AS TO SEE STATION MORGAN 2.
LV0967'
LV0967'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
LV0967'HOLE IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE
LV0967'CHISELED IN THE ROCK.
LV0967'
LV0967'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN OUTCROPPING
LV0967'BEDROCK AS DESCRIBED IN NOTE 12A. IT IS W OF THE STATION.
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DN5619 ***********************************************************************
DN5619 CORS - This is a GPS Continuously Operating Reference Station.
DN5619 DESIGNATION - GORDATWO__CN2006 CORS ARP
DN5619 CORS_ID - P157
DN5619 PID - DN5619
DN5619 STATE/COUNTY- CA/HUMBOLDT
DN5619 COUNTRY - US
DN5619 USGS QUAD - COOSKIE CREEK (1969)
DN5619
DN5619 *CURRENT SURVEY CONTROL
DN5619 ______________________________________________________________________
DN5619* NAD 83(2011) POSITION- 40 14 51.15528(N) 124 18 29.00895(W) ADJUSTED
DN5619* NAD 83(2011) ELLIP HT- 696.236 (meters) (01/??/12) ADJUSTED
DN5619* NAD 83(2011) EPOCH - 2010.00
DN5619* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DN5619 ______________________________________________________________________
DN5619 NAD 83(2011) X - -2,748,052.115 (meters) COMP
DN5619 NAD 83(2011) Y - -4,027,276.963 (meters) COMP
DN5619 NAD 83(2011) Z - 4,099,453.014 (meters) COMP
DN5619 GEOID HEIGHT - -31.121 (meters) GEOID12B
DN5619
DN5619.Formal positional accuracy estimates are not available for this CORS
DN5619.because its coordinates were determined in part using modeled
DN5619.velocities. Approximate one-sigma accuracies for latitude, longitude,
DN5619.and ellipsoid height can be obtained from the short-term time series.
DN5619.Additional information regarding modeled velocities is available on
DN5619.the CORS Coordinates and Multi-Year CORS Solution FAQ web pages.
DN5619
DN5619.The coordinates were established by GPS observations
DN5619.and adjusted by the National Geodetic Survey in January 2012.
DN5619
DN5619.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5619.been affixed to the stable North American Tectonic Plate.
DN5619
DN5619.The coordinates are valid at the epoch date displayed above
DN5619.which is a decimal equivalence of Year/Month/Day.
DN5619
DN5619.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5619.GEOID12B height accuracy estimate available here.
DN5619
DN5619.The PID for the CORS L1 Phase Center is DP6317.
DN5619
DN5619.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5619
DN5619.The ellipsoidal height was determined by GPS observations
DN5619.and is referenced to NAD 83.
DN5619
DN5619. The following values were computed from the NAD 83(2011) position.
DN5619
DN5619; North East Units Scale Factor Converg.
DN5619;SPC CA 1 - 604,098.453 1,803,652.717 MT 0.99994686 -1 30 33.1
DN5619;SPC CA 1 - 1,981,946.34 5,917,483.96 sFT 0.99994686 -1 30 33.1
DN5619;UTM 10 - 4,456,053.253 388,747.175 MT 0.99975236 -0 50 42.8
DN5619
DN5619! - Elev Factor x Scale Factor = Combined Factor
DN5619!SPC CA 1 - 0.99989079 x 0.99994686 = 0.99983766
DN5619!UTM 10 - 0.99989079 x 0.99975236 = 0.99964318
DN5619
DN5619 SUPERSEDED SURVEY CONTROL
DN5619
DN5619 NAD 83(CORS)- 40 14 51.14682(N) 124 18 29.00397(W) AD(2002.00) c
DN5619 ELLIP H (01/??/12) 696.247 (m) GP(2002.00) c c
DN5619
DN5619.Superseded values are not recommended for survey control.
DN5619
DN5619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5619.See file dsdata.txt to determine how the superseded data were derived.
DN5619
DN5619_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8874756053(NAD 83)
DN5619
DN5619_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DN5619
DN5619 STATION DESCRIPTION
DN5619
DN5619'DESCRIBED BY NATIONAL GEODETIC SURVEY 2012
DN5619'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DN5619'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5619'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5619' ftp://cors.ngs.noaa.gov/cors/README.txt
DN5619' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DN5619' ftp://cors.ngs.noaa.gov/cors/station_log
DN5619' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DN5621 ***********************************************************************
DN5621 CORS - This is a GPS Continuously Operating Reference Station.
DN5621 DESIGNATION - GORDATWO__CN2006 GRP
DN5621 CORS_ID - P157
DN5621 PID - DN5621
DN5621 STATE/COUNTY- CA/HUMBOLDT
DN5621 COUNTRY - US
DN5621 USGS QUAD - COOSKIE CREEK (1969)
DN5621
DN5621 *CURRENT SURVEY CONTROL
DN5621 ______________________________________________________________________
DN5621* NAD 83(2011) POSITION- 40 14 51.15528(N) 124 18 29.00895(W) ADJUSTED
DN5621* NAD 83(2011) ELLIP HT- 696.228 (meters) (01/??/12) ADJUSTED
DN5621* NAD 83(2011) EPOCH - 2010.00
DN5621* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DN5621 ______________________________________________________________________
DN5621 NAD 83(2011) X - -2,748,052.112 (meters) COMP
DN5621 NAD 83(2011) Y - -4,027,276.958 (meters) COMP
DN5621 NAD 83(2011) Z - 4,099,453.009 (meters) COMP
DN5621 LAPLACE CORR - 9.30 (seconds) DEFLEC12B
DN5621 GEOID HEIGHT - -31.121 (meters) GEOID12B
DN5621
DN5621.Formal positional accuracy estimates are not available for this CORS
DN5621.because its coordinates were determined in part using modeled
DN5621.velocities. Approximate one-sigma accuracies for latitude, longitude,
DN5621.and ellipsoid height can be obtained from the short-term time series.
DN5621.Additional information regarding modeled velocities is available on
DN5621.the CORS Coordinates and Multi-Year CORS Solution FAQ web pages.
DN5621
DN5621.The horizontal coordinates were established by GPS observations
DN5621.and adjusted by the National Geodetic Survey in January 2012.
DN5621
DN5621.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DN5621.been affixed to the stable North American Tectonic Plate.
DN5621
DN5621.The horizontal coordinates are valid at the epoch date displayed above
DN5621.which is a decimal equivalence of Year/Month/Day.
DN5621
DN5621.Significant digits in the geoid height do not necessarily reflect accuracy.
DN5621.GEOID12B height accuracy estimate available here.
DN5621
DN5621.The XYZ, and position/ellipsoidal ht. are equivalent.
DN5621
DN5621.The Laplace correction was computed from DEFLEC12B derived deflections.
DN5621
DN5621.The ellipsoidal height was determined by GPS observations
DN5621.and is referenced to NAD 83.
DN5621
DN5621. The following values were computed from the NAD 83(2011) position.
DN5621
DN5621; North East Units Scale Factor Converg.
DN5621;SPC CA 1 - 604,098.453 1,803,652.717 MT 0.99994686 -1 30 33.1
DN5621;SPC CA 1 - 1,981,946.34 5,917,483.96 sFT 0.99994686 -1 30 33.1
DN5621;UTM 10 - 4,456,053.253 388,747.175 MT 0.99975236 -0 50 42.8
DN5621
DN5621! - Elev Factor x Scale Factor = Combined Factor
DN5621!SPC CA 1 - 0.99989079 x 0.99994686 = 0.99983766
DN5621!UTM 10 - 0.99989079 x 0.99975236 = 0.99964318
DN5621
DN5621 SUPERSEDED SURVEY CONTROL
DN5621
DN5621 NAD 83(CORS)- 40 14 51.14682(N) 124 18 29.00397(W) AD(2002.00) A
DN5621 ELLIP H (01/??/12) 696.239 (m) GP(2002.00) 4 1
DN5621
DN5621.Superseded values are not recommended for survey control.
DN5621
DN5621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN5621.See file dsdata.txt to determine how the superseded data were derived.
DN5621
DN5621_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8874756053(NAD 83)
DN5621
DN5621_STAMPING: UNKNOWN
DN5621
DN5621 STATION DESCRIPTION
DN5621
DN5621'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P157'
DN5621'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DN5621'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DN5621'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DN5621' ftp://cors.ngs.noaa.gov/cors/README.txt
DN5621' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DN5621' ftp://cors.ngs.noaa.gov/cors/station_log
DN5621' http://geodesy.noaa.gov/CORS
*** retrieval complete.
Elapsed Time = 00:00:05
-----------------------------------------------------------------------------
- This listing contains control for which complete digital -
- data sheets where not provided. The complete data sheets were -
- not provided for the reason listed below. The reason below is -
- associated with a horizontal control Nonpub code shown under -
- the heading 'H' and/or a vertical control Nonpub code shown under -
- the heading 'v' -
- -
- The format of the records are as follows: -
- Pid = Station Permanent Identifier) -
- Name = Station Designation -
- Lat = Approx. Latitude (Degrees, Minutes, truncated Seconds) -
- Lon = Approx. Longitude (Degrees, Minutes, truncated Seconds) -
- O = Horizontal Order -
- o = Vertical Order -
- H = Horizontal Nonpub Code -
- v = Vertical Nonpub Code -
- -
- H Nonpub HORIZONTAL CONTROL NONPUB REASON -
- -------- -------------------------------- -
- B Station is a RBN antenna -
- C Not a publishable datum within the state -
- D No descriptive text available -
- I No NAD83 coordinates available, only IGS08 coordinates -
- L CORS L1 Phase Center is not publishable -
- N No geodetic control -
- O Outside NGS publication area -
- P Purpose of position is not for network control -
- R Restricted position -
- T Station is a temporary point/bench mark -
- V Station is a VOR antenna -
- W Weakly determined position -
- X Surface mark reported destroyed -
- Y Surface and underground mark reported destroyed -
-
- v Nonpub VERTICAL CONTROL NONPUB REASON -
- -------- ------------------------------ -
- C Not a publishable datum within the state -
- D No descriptive text available -
- F Bench mark not yet adjusted -
- N No geodetic control -
- L CORS L1 Phase Center is not publishable -
- O Outside NGS publication area -
- R Restricted elevation -
- S Mark is in a subsidence area -
- T Station is a temporary point/bench mark -
- X Surface mark reported destroyed -
- Y Surface and underground mark reported destroyed -
- Z Presumed destroyed -
- -
- -
- NOTE - Stations found in this listing may still have a valid -
- datasheet produced by use of other publishable values. -
- For example, an ADJUSTED height may be non-publishable -
- but a good GPS height might be found on the datasheet. -
- -
- If a mark/control point is in a subsidence area, you can request -
- to see suspect heights in the SUPERSEDED SURVEY CONTROL section -
- of its datasheet by checking the 'Include suspect heights in -
- subsidence area' checkbox on the datasheet retrieval pages. -
- -
-----------------------------------------------------------------------------
Pid Name Lat Lon Elev O o Hv
------ ----------------------------- ---------- ----------- --------- - - --
>DN5620 GORDATWO__CN2006 CORS L1 PHAS 40 14 51.1/124 18 29.0 A LL