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
LU2244 ***********************************************************************
LU2244 DESIGNATION - FICKLE RESET
LU2244 PID - LU2244
LU2244 STATE/COUNTY- CA/HUMBOLDT
LU2244 COUNTRY - US
LU2244 USGS QUAD - KORBEL (1979)
LU2244
LU2244 *CURRENT SURVEY CONTROL
LU2244 ______________________________________________________________________
LU2244* NAD 83(1992) POSITION- 40 47 25.71773(N) 123 57 58.35047(W) ADJUSTED
LU2244* NAD 83(1992) EPOCH - 1991.35
LU2244* NAVD 88 ORTHO HEIGHT - 728.3 (meters) 2389. (feet) VERTCON
LU2244 ______________________________________________________________________
LU2244 GEOID HEIGHT - -29.587 (meters) GEOID12B
LU2244 LAPLACE CORR - 8.39 (seconds) DEFLEC12B
LU2244 HORZ ORDER - SECOND
LU2244
LU2244.The horizontal coordinates were established by classical geodetic methods
LU2244.and adjusted by the National Geodetic Survey in March 1994.
LU2244.
LU2244.The NAVD 88 height was computed by applying the VERTCON shift value to
LU2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
LU2244
LU2244.Significant digits in the geoid height do not necessarily reflect accuracy.
LU2244.GEOID12B height accuracy estimate available here.
LU2244
LU2244.The Laplace correction was computed from DEFLEC12B derived deflections.
LU2244
LU2244. The following values were computed from the NAD 83(1992) position.
LU2244
LU2244; North East Units Scale Factor Converg.
LU2244;SPC CA 1 - 663,658.663 1,834,081.299 MT 0.99989494 -1 17 08.4
LU2244;SPC CA 1 - 2,177,353.46 6,017,315.06 sFT 0.99989494 -1 17 08.4
LU2244;UTM 10 - 4,515,947.515 418,483.036 MT 0.99968179 -0 37 52.5
LU2244
LU2244! - Elev Factor x Scale Factor = Combined Factor
LU2244!SPC CA 1 - 0.99989040 x 0.99989494 = 0.99978536
LU2244!UTM 10 - 0.99989040 x 0.99968179 = 0.99957223
LU2244
LU2244: Primary Azimuth Mark Grid Az
LU2244:SPC CA 1 - FICKLE AZ MK 271 30 06.8
LU2244:UTM 10 - FICKLE AZ MK 270 50 50.9
LU2244
LU2244|---------------------------------------------------------------------|
LU2244| PID Reference Object Distance Geod. Az |
LU2244| dddmmss.s |
LU2244| DB5886 FICKLE RM 1 30.982 METERS 00340 |
LU2244| DB5888 FICKLE RM 3 6.289 METERS 06546 |
LU2244| DB5887 FICKLE RM 2 39.072 METERS 14753 |
LU2244| DB5885 FICKLE AZ MK 2701258.4 |
LU2244|---------------------------------------------------------------------|
LU2244
LU2244 SUPERSEDED SURVEY CONTROL
LU2244
LU2244 NAD 83(1986)- 40 47 25.69756(N) 123 57 58.37154(W) AD(1984.00) 2
LU2244 NAD 27 - 40 47 26.22700(N) 123 57 54.16900(W) AD( ) 2
LU2244 NGVD 29 (07/19/86) 727.3 (m) 2386. (f) VERT ANG
LU2244
LU2244.Superseded values are not recommended for survey control.
LU2244
LU2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LU2244.See file dsdata.txt to determine how the superseded data were derived.
LU2244
LU2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1848315947(NAD 83)
LU2244
LU2244_MARKER: Z = SEE DESCRIPTION
LU2244_SETTING: 0 = UNSPECIFIED SETTING
LU2244
LU2244 HISTORY - Date Condition Report By
LU2244 HISTORY - 1942 MONUMENTED CGS
LU2244 HISTORY - 1973 SEE DESCRIPTION USGS
LU2244 HISTORY - 1974 SEE DESCRIPTION NGS
LU2244
LU2244 STATION DESCRIPTION
LU2244
LU2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
LU2244'STATION IS LOCATED ABOUT 9 MILES, AIR LINE, SE OF ARCATA,
LU2244'11 MILES ESE OF EUREKA, AND 1/4 MILE SE OF A GROUP OF RANCH
LU2244'BUILDINGS. AT THE SE END AND HIGHEST POINT OF FICKLE RIDGE.
LU2244'THE HILL IS VOID OF TIMBER EXCEPT ALONG TOP AND ON THE N AND
LU2244'NW SLOPE.
LU2244'
LU2244'THE STATION MARK IS 7 FEET E OF A 4- BY 4-INCH WHITE WITNESS
LU2244'POST. IT IS A BRONZE DISK, STAMPED FICKLE 1942, SET IN THE
LU2244'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
LU2244'
LU2244'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
LU2244'IN NOTE 7A.
LU2244'
LU2244'REFERENCE MARK NO. 1 IS N BY E AND 4 FEET LOWER THAN THE STATION
LU2244'MARK. IT IS A BRONZE DISK, STAMPED FICKLE NO. 1 1942, CEMENTED
LU2244'IN A DRILL HOLE IN ROCK OUTCROP.
LU2244'
LU2244'REFERENCE MARK NO. 2 IS SSE AND 1-1/2 FEET LOWER THAN THE
LU2244'STATION MARK. IT IS A BRONZE DISK, STAMPED FICKLE NO. 2
LU2244'1942, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH IS FLUSH
LU2244'WITH THE SURFACE OF THE GROUND.
LU2244'
LU2244'THE AZIMUTH MARK IS W BY N 1/4 MILE, IN A GRAIN FIELD, ABOUT
LU2244'300 FEET SSW OF A RANCH HOUSE. IT IS A BRONZE DISK CEMENTED
LU2244'IN A DRILL HOLE IN THE TOP OF ROCK OUTCROP WHICH PROJECTS
LU2244'4 FEET ABOVE THE SURFACE OF THE GROUND.
LU2244'
LU2244'TO REACH THE STATION FROM THE PLAZA IN ARCATA GO E AND SE ON
LU2244'THE FICKLE HILL ROAD FOR 10.6 MILES TO THE BOYES RANCH ON THE
LU2244'RIGHT. TURN LEFT THRU A GATE ON THE RIGHT SIDE OF A BARN.
LU2244'CONTINUE ALONG THE LEFT SIDE OF A FENCE LINE FOR 0.15 MILE.
LU2244'THENCE LEFT UP HILLSIDE TO THE TOP AND STATION. A DRIVE
LU2244'STATION.
LU2244
LU2244 STATION RECOVERY (1973)
LU2244
LU2244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JGH)
LU2244'THE STATION MARK IS DESTROYED. PART OF THE CONCRETE POST IS
LU2244'STILL IN PLACE, AND THE UNDERGROUND MARK IS PROBABLY STILL
LU2244'IN GOOD CONDITION. THE REFERENCE MARKS AND AZIMUTH MARK
LU2244'ARE IN GOOD CONDITION.
LU2244
LU2244 STATION RECOVERY (1974)
LU2244
LU2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
LU2244'THE AZIMUTH MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
LU2244'CONDITION. REFERENCE MARK 1 WAS FOUND TO HAVE BEEN DESTROYED
LU2244'SO REFERENCE MARK 3 WAS SET ON THIS DATE. THE TOP OF THE
LU2244'SURFACE STATION MARK CONCRETE POST WAS FOUND BROKEN OFF SO
LU2244'THE MARK WAS REMOVED AND THE UNDERGROUND STATION MARK WAS
LU2244'RECOVERED IN GOOD CONDITION 2.7 FEET BELOW THE SURFACE OF THE
LU2244'GROUND. THE POINT WAS HELD AND A NEW SURFACE STATION MARK
LU2244'WAS SET IN THE SAME EXACT POSITION ON THIS DATE. THE
LU2244'DIRECTIONS FROM THE STATION MARK TO THE AZIMUTH MARK AND
LU2244'REFERENCE MARK 2 AND THE SLOPE DISTANCE, MARK TO MARK, FROM
LU2244'THE STATION MARK TO REFERENCE MARK 2 OF 39.085 M. MEASURED
LU2244'ON THIS DATE AGREED WITH THE 1942 MEASUREMENTS BUT THE
LU2244'HORIZONTAL DISTANCE FROM THE STATION MARK TO REFERENCE
LU2244'MARK 2 MEASURED ON THIS DATE WAS 15 MM. SHORTER THAN THE
LU2244'1942 MEASUREMENT. A COMPLETE DESCRIPTION FOLLOWS--
LU2244'
LU2244'THE STATION IS LOCATED AIRLINE ABOUT 11 MILES EAST OF EUREKA,
LU2244'8-1/2 MILES SOUTHEAST OF ARCATA, 2-3/4 MILES NORTHEAST OF
LU2244'THE VILLAGE OF KNEELAND AND IS NEAR THE SOUTHEAST END AND ON
LU2244'THE HIGHEST POINT OF A TIMBERED NORTHWEST-SOUTHEAST RIDGE
LU2244'KNOWN AS FICKLE HILL, IN THE NW 1/4 OF SEC. 28, T 5 N, R 2 E,
LU2244'AND ON PROPERTY OWNED BY THE SIMPSON TIMBER COMPANY, KORBEL,
LU2244'CALIFORNIA. THE TOP OF THE RIDGE AROUND THE STATION SITE
LU2244'IS CLEAR OF TIMBER EXCEPT FOR A FEW SCATTERED OAK TREES.
LU2244'
LU2244'TO REACH THE STATION FROM THE CITY HALL AT ARCATA GO EAST ON 7TH
LU2244'STREET 0.35 MILE TO A MULTIPLE INTERSECTION. GO EAST AND
LU2244'SOUTHEAST ON FICKLE HILL ROAD 9.8 MILES TO THE BOYES RANCH
LU2244'HOUSE AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE ON THE
LU2244'ROAD 0.3 MILE TO A WIRE GATE ON THE LEFT. TURN LEFT, PASS
LU2244'THROUGH THE GATE, AND GO EAST AND NORTH UP A GRASSY SLOPE
LU2244'0.2 MILE TO THE HIGHEST POINT AND THE STATION SITE.
LU2244'
LU2244'THE SURFACE STATION MARK SET ON THIS DATE IS A NGS HORIZONTAL
LU2244'CONTROL DISK STAMPED FICKLE 1942 1974 SET IN THE TOP OF A
LU2244'12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS ON THE
LU2244'HIGHEST POINT OF THE HILL AND 23.6 FEET SOUTH OF A WITNESS
LU2244'SIGN ATTACHED TO THE SOUTH SIDE OF A 20-INCH OAK TREE.
LU2244'
LU2244'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED
LU2244'FICKLE NO 2 1942 CEMENTED IN A DRILL HOLE IN THE TOP OF A
LU2244'FLAT ROCK OUTCROP FLUSH WITH THE GROUND AND IS ABOUT 3 FEET
LU2244'LOWER THAN THE STATION MARK.
LU2244'
LU2244'REFERENCE MARK 3 IS A NGS REFERENCE MARK DISK STAMPED FICKLE
LU2244'1942 NO 3 1974 CEMENTED IN A DRILL HOLE IN THE TOP OF A 14-INCH
LU2244'SQUARE CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND
LU2244'AND IS 24.2 FEET SOUTHEAST OF THE WITNESS SIGN ON THE OAK
LU2244'TREE AND ABOUT 4 FEET LOWER THAN THE STATION MARK.
LU2244'
LU2244'THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK STAMPED
LU2244'FICKLE 1942 CEMENTED IN A DRILL HOLE IN THE TOP OF A ROCK
LU2244'OUTCROP PROJECTING ABOUT 4 FEET ABOVE THE GROUND AND IS IN
LU2244'A PASTURE ABOUT 100 YARDS SOUTH-SOUTHWEST OF THE BOYES RANCH
LU2244'HOUSE.
LU2244'
LU2244'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2
LU2244'MILES SOUTHEAST OF ARCATA
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DG8511 ***********************************************************************
DG8511 CORS - This is a GPS Continuously Operating Reference Station.
DG8511 DESIGNATION - FICKLEHILLCN2004 CORS ARP
DG8511 CORS_ID - P169
DG8511 PID - DG8511
DG8511 STATE/COUNTY- CA/HUMBOLDT
DG8511 COUNTRY - US
DG8511 USGS QUAD - KORBEL (1979)
DG8511
DG8511 *CURRENT SURVEY CONTROL
DG8511 ______________________________________________________________________
DG8511* NAD 83(2011) POSITION- 40 47 28.10843(N) 123 58 03.49328(W) ADJUSTED
DG8511* NAD 83(2011) ELLIP HT- 689.809 (meters) (08/??/11) ADJUSTED
DG8511* NAD 83(2011) EPOCH - 2010.00
DG8511* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DG8511 ______________________________________________________________________
DG8511 NAD 83(2011) X - -2,702,158.415 (meters) COMP
DG8511 NAD 83(2011) Y - -4,010,999.739 (meters) COMP
DG8511 NAD 83(2011) Z - 4,145,341.304 (meters) COMP
DG8511 GEOID HEIGHT - -29.593 (meters) GEOID12B
DG8511
DG8511 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DG8511 Standards:
DG8511 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DG8511 Horiz Ellip SD_N SD_E SD_h (unitless)
DG8511 -------------------------------------------------------------------
DG8511 NETWORK 1.50 4.82 0.68 0.52 2.46 -0.02077823
DG8511 -------------------------------------------------------------------
DG8511 Click here for local accuracies and other accuracy information.
DG8511
DG8511
DG8511.The coordinates were established by GPS observations
DG8511.and adjusted by the National Geodetic Survey in August 2011.
DG8511
DG8511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DG8511.been affixed to the stable North American Tectonic Plate.
DG8511
DG8511.The coordinates are valid at the epoch date displayed above
DG8511.which is a decimal equivalence of Year/Month/Day.
DG8511
DG8511.Significant digits in the geoid height do not necessarily reflect accuracy.
DG8511.GEOID12B height accuracy estimate available here.
DG8511
DG8511.The PID for the CORS L1 Phase Center is DI0793.
DG8511
DG8511.The XYZ, and position/ellipsoidal ht. are equivalent.
DG8511
DG8511.The ellipsoidal height was determined by GPS observations
DG8511.and is referenced to NAD 83.
DG8511
DG8511. The following values were computed from the NAD 83(2011) position.
DG8511
DG8511; North East Units Scale Factor Converg.
DG8511;SPC CA 1 - 663,735.089 1,833,962.426 MT 0.99989493 -1 17 11.8
DG8511;SPC CA 1 - 2,177,604.20 6,016,925.06 sFT 0.99989493 -1 17 11.8
DG8511;UTM 10 - 4,516,022.562 418,363.323 MT 0.99968203 -0 37 55.9
DG8511
DG8511! - Elev Factor x Scale Factor = Combined Factor
DG8511!SPC CA 1 - 0.99989181 x 0.99989493 = 0.99978675
DG8511!UTM 10 - 0.99989181 x 0.99968203 = 0.99957387
DG8511
DG8511 SUPERSEDED SURVEY CONTROL
DG8511
DG8511 NAD 83(CORS)- 40 47 28.10407(N) 123 58 03.49417(W) AD(2002.00) c
DG8511 ELLIP H (12/??/04) 689.805 (m) GP(2002.00) c c
DG8511
DG8511.Superseded values are not recommended for survey control.
DG8511
DG8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DG8511.See file dsdata.txt to determine how the superseded data were derived.
DG8511
DG8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1836316022(NAD 83)
DG8511
DG8511_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
DG8511
DG8511 STATION DESCRIPTION
DG8511
DG8511'DESCRIBED BY NATIONAL GEODETIC SURVEY 2011
DG8511'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DG8511'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DG8511'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DG8511' ftp://cors.ngs.noaa.gov/cors/README.txt
DG8511' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DG8511' ftp://cors.ngs.noaa.gov/cors/station_log
DG8511' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DI0793 ***********************************************************************
DI0793 CORS - This is a GPS Continuously Operating Reference Station.
DI0793 DESIGNATION - FICKLEHILLCN2004 CORS L1 PHASE CENTER
DI0793 CORS_ID - P169
DI0793 PID - DI0793
DI0793 STATE/COUNTY- CA/HUMBOLDT
DI0793 COUNTRY - US
DI0793 USGS QUAD - KORBEL (1979)
DI0793
DI0793 *CURRENT SURVEY CONTROL
DI0793 ______________________________________________________________________
DI0793* NAD 83(2011) POSITION- 40 47 28.10847(N) 123 58 03.49325(W) ADJUSTED
DI0793* NAD 83(2011) ELLIP HT- 689.895 (meters) (08/??/11) ADJUSTED
DI0793* NAD 83(2011) EPOCH - 2010.00
DI0793* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DI0793 ______________________________________________________________________
DI0793 NAD 83(2011) X - -2,702,158.450 (meters) COMP
DI0793 NAD 83(2011) Y - -4,010,999.792 (meters) COMP
DI0793 NAD 83(2011) Z - 4,145,341.361 (meters) COMP
DI0793 GEOID HEIGHT - -29.593 (meters) GEOID12B
DI0793
DI0793 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DI0793 Standards:
DI0793 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DI0793 Horiz Ellip SD_N SD_E SD_h (unitless)
DI0793 -------------------------------------------------------------------
DI0793 NETWORK 1.50 4.82 0.68 0.52 2.46 -0.02077823
DI0793 -------------------------------------------------------------------
DI0793 Click here for local accuracies and other accuracy information.
DI0793
DI0793
DI0793.The coordinates were established by GPS observations
DI0793.and adjusted by the National Geodetic Survey in August 2011.
DI0793
DI0793.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DI0793.been affixed to the stable North American Tectonic Plate.
DI0793
DI0793.The coordinates are valid at the epoch date displayed above
DI0793.which is a decimal equivalence of Year/Month/Day.
DI0793
DI0793.Significant digits in the geoid height do not necessarily reflect accuracy.
DI0793.GEOID12B height accuracy estimate available here.
DI0793
DI0793.The PID for the CORS ARP is DG8511.
DI0793
DI0793.The XYZ, and position/ellipsoidal ht. are equivalent.
DI0793
DI0793.The ellipsoidal height was determined by GPS observations
DI0793.and is referenced to NAD 83.
DI0793
DI0793. The following values were computed from the NAD 83(2011) position.
DI0793
DI0793; North East Units Scale Factor Converg.
DI0793;SPC CA 1 - 663,735.091 1,833,962.427 MT 0.99989493 -1 17 11.8
DI0793;SPC CA 1 - 2,177,604.21 6,016,925.06 sFT 0.99989493 -1 17 11.8
DI0793;UTM 10 - 4,516,022.563 418,363.324 MT 0.99968203 -0 37 55.9
DI0793
DI0793! - Elev Factor x Scale Factor = Combined Factor
DI0793!SPC CA 1 - 0.99989179 x 0.99989493 = 0.99978673
DI0793!UTM 10 - 0.99989179 x 0.99968203 = 0.99957386
DI0793
DI0793 SUPERSEDED SURVEY CONTROL
DI0793
DI0793 NAD 83(CORS)- 40 47 28.10411(N) 123 58 03.49414(W) AD(2002.00) c
DI0793 ELLIP H (12/??/04) 689.891 (m) GP(2002.00) c c
DI0793
DI0793.Superseded values are not recommended for survey control.
DI0793
DI0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DI0793.See file dsdata.txt to determine how the superseded data were derived.
DI0793
DI0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1836316022(NAD 83)
DI0793
DI0793_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
DI0793
DI0793 STATION DESCRIPTION
DI0793
DI0793'DESCRIBED BY NATIONAL GEODETIC SURVEY
DI0793'STATION IS A GPS CORS. LATEST INFORMATION INCLUDING POSITIONS AND
DI0793'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DI0793'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DI0793' ftp://cors.ngs.noaa.gov/cors/README.txt
DI0793' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DI0793' ftp://cors.ngs.noaa.gov/cors/station_log
DI0793' http://geodesy.noaa.gov/CORS
1 National Geodetic Survey, Retrieval Date = JULY 23, 2016
DG8513 ***********************************************************************
DG8513 CORS - This is a GPS Continuously Operating Reference Station.
DG8513 DESIGNATION - FICKLEHILLCN2004 GRP
DG8513 CORS_ID - P169
DG8513 PID - DG8513
DG8513 STATE/COUNTY- CA/HUMBOLDT
DG8513 COUNTRY - US
DG8513 USGS QUAD - KORBEL (1979)
DG8513
DG8513 *CURRENT SURVEY CONTROL
DG8513 ______________________________________________________________________
DG8513* NAD 83(2011) POSITION- 40 47 28.10843(N) 123 58 03.49328(W) ADJUSTED
DG8513* NAD 83(2011) ELLIP HT- 689.801 (meters) (08/??/11) ADJUSTED
DG8513* NAD 83(2011) EPOCH - 2010.00
DG8513* NAVD 88 ORTHO HEIGHT - **(meters) **(feet)
DG8513 ______________________________________________________________________
DG8513 NAD 83(2011) X - -2,702,158.411 (meters) COMP
DG8513 NAD 83(2011) Y - -4,010,999.734 (meters) COMP
DG8513 NAD 83(2011) Z - 4,145,341.299 (meters) COMP
DG8513 LAPLACE CORR - 8.61 (seconds) DEFLEC12B
DG8513 GEOID HEIGHT - -29.593 (meters) GEOID12B
DG8513
DG8513 Network accuracy estimates per FGDC Geospatial Positioning Accuracy
DG8513 Standards:
DG8513 FGDC (95% conf, cm) Standard deviation (cm) CorrNE
DG8513 Horiz Ellip SD_N SD_E SD_h (unitless)
DG8513 -------------------------------------------------------------------
DG8513 NETWORK 1.50 4.82 0.68 0.52 2.46 -0.02077823
DG8513 -------------------------------------------------------------------
DG8513 Click here for local accuracies and other accuracy information.
DG8513
DG8513
DG8513.The horizontal coordinates were established by GPS observations
DG8513.and adjusted by the National Geodetic Survey in August 2011.
DG8513
DG8513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has
DG8513.been affixed to the stable North American Tectonic Plate.
DG8513
DG8513.The horizontal coordinates are valid at the epoch date displayed above
DG8513.which is a decimal equivalence of Year/Month/Day.
DG8513
DG8513.Significant digits in the geoid height do not necessarily reflect accuracy.
DG8513.GEOID12B height accuracy estimate available here.
DG8513
DG8513.The XYZ, and position/ellipsoidal ht. are equivalent.
DG8513
DG8513.The Laplace correction was computed from DEFLEC12B derived deflections.
DG8513
DG8513.The ellipsoidal height was determined by GPS observations
DG8513.and is referenced to NAD 83.
DG8513
DG8513. The following values were computed from the NAD 83(2011) position.
DG8513
DG8513; North East Units Scale Factor Converg.
DG8513;SPC CA 1 - 663,735.089 1,833,962.426 MT 0.99989493 -1 17 11.8
DG8513;SPC CA 1 - 2,177,604.20 6,016,925.06 sFT 0.99989493 -1 17 11.8
DG8513;UTM 10 - 4,516,022.562 418,363.323 MT 0.99968203 -0 37 55.9
DG8513
DG8513! - Elev Factor x Scale Factor = Combined Factor
DG8513!SPC CA 1 - 0.99989181 x 0.99989493 = 0.99978675
DG8513!UTM 10 - 0.99989181 x 0.99968203 = 0.99957387
DG8513
DG8513 SUPERSEDED SURVEY CONTROL
DG8513
DG8513 ELLIP H (02/10/07) 689.806 (m) GP(2007.00)
DG8513 NAD 83(2007)- 40 47 28.10718(N) 123 58 03.49340(W) AD(2007.00) 0
DG8513 NAD 83(CORS)- 40 47 28.10407(N) 123 58 03.49417(W) AD(2002.00) A
DG8513 ELLIP H (12/??/04) 689.796 (m) GP(2002.00) 4 1
DG8513
DG8513.Superseded values are not recommended for survey control.
DG8513
DG8513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DG8513.See file dsdata.txt to determine how the superseded data were derived.
DG8513
DG8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1836316022(NAD 83)
DG8513
DG8513_STAMPING: UNKNOWN
DG8513
DG8513 STATION DESCRIPTION
DG8513
DG8513'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P169'
DG8513'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
DG8513'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
DG8513'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
DG8513' ftp://cors.ngs.noaa.gov/cors/README.txt
DG8513' ftp://cors.ngs.noaa.gov/cors/coord/coord_08
DG8513' ftp://cors.ngs.noaa.gov/cors/station_log
DG8513' http://geodesy.noaa.gov/CORS
*** retrieval complete.
Elapsed Time = 00:00:06
-----------------------------------------------------------------------------
- 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
------ ----------------------------- ---------- ----------- --------- - - --
>DG8512 FICKLEHILLCN2004 CORS L1 PHAS 40 47 28.1/123 58 03.4 A LL