Desert

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Revision as of 05:58, 30 March 2016 by Cxbrx (talk | contribs) (Desert Triangulation Station.)
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Desert is a triangulation station disk found near

PROGRAM = datasheet95, VERSION = 8.8
1        National Geodetic Survey,   Retrieval Date = MARCH 30, 2016
 MV0309 ***********************************************************************
 MV0309  DESIGNATION -  DESERT
 MV0309  PID         -  MV0309
 MV0309  STATE/COUNTY-  NV/HUMBOLDT
 MV0309  COUNTRY     -  US
 MV0309  USGS QUAD   -  PIDGEON SPRING SW (1980)
 MV0309
 MV0309                         *CURRENT SURVEY CONTROL
 MV0309  ______________________________________________________________________
 MV0309* NAD 83(1994) POSITION- 41 05 19.20225(N) 118 54 59.93585(W)   ADJUSTED  
 MV0309* NAVD 88 ORTHO HEIGHT -  1578.6   (meters)     5179.    (feet) VERTCON   
 MV0309  ______________________________________________________________________
 MV0309  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC12B
 MV0309  GEOID HEIGHT    -        -21.629 (meters)                     GEOID12B
 MV0309  HORZ ORDER      -  FIRST
 MV0309
 MV0309.The horizontal coordinates were established by classical geodetic methods
 MV0309.and adjusted by the National Geodetic Survey in June 1998.
 MV0309.
 MV0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 MV0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MV0309
 MV0309.Significant digits in the geoid height do not necessarily reflect accuracy.
 MV0309.GEOID12B height accuracy estimate available here.
 MV0309
 MV0309.The Laplace correction was computed from DEFLEC12B derived deflections.
 MV0309
 MV0309. The following values were computed from the NAD 83(1994) position.
 MV0309
 MV0309;                    North         East     Units Scale Factor Converg.
 MV0309;SPC NV W     - 4,703,545.064   771,996.831   MT  0.99990965   -0 13 08.6
 MV0309;SPC NV W     -15,431,547.43  2,532,792.94   sFT  0.99990965   -0 13 08.6
 MV0309;UTM  11      - 4,550,370.021   339,018.960   MT  0.99991895   -1 15 35.8
 MV0309
 MV0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MV0309!SPC NV W     -   0.99975584  x   0.99990965  =   0.99966551
 MV0309!UTM  11      -   0.99975584  x   0.99991895  =   0.99967481
 MV0309
 MV0309:                Primary Azimuth Mark                     Grid Az
 MV0309:SPC NV W     -  DESERT AZ MK                             118 49 49.9
 MV0309:UTM  11      -  DESERT AZ MK                             119 52 17.1
 MV0309
 MV0309|---------------------------------------------------------------------|
 MV0309| PID    Reference Object                     Distance      Geod. Az  |
 MV0309|                                                           dddmmss.s |
 MV0309| CD6378 DESERT RM 1                          20.620 METERS 03134     |
 MV0309| MV0306 KING LEAR PEAK CAIRN                APPROX.32.9 KM 0671821.2 |
 MV0309| CD6377 DESERT AZ MK                                       1183641.3 |
 MV0309| CD6379 DESERT RM 2                          18.697 METERS 20752     |
 MV0309| MV0352 PAHUTE PEAK CAIRN                   APPROX.24.4 KM 3303225.9 |
 MV0309|---------------------------------------------------------------------|
 MV0309
 MV0309                          SUPERSEDED SURVEY CONTROL
 MV0309
 MV0309  NAD 83(1986)-  41 05 19.21367(N)    118 54 59.93763(W) AD(       ) 1
 MV0309  NAD 27      -  41 05 19.57500(N)    118 54 56.31400(W) AD(       ) 1
 MV0309  NGVD 29 (03/31/99) 1577.6    (m)         5176.     (f) VERT ANG       
 MV0309
 MV0309.Superseded values are not recommended for survey control.
 MV0309
 MV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0309.See file dsdata.txt to determine how the superseded data were derived.
 MV0309
 MV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TLF3901850370(NAD 83)
 MV0309
 MV0309_MARKER: DS = TRIANGULATION STATION DISK
 MV0309_SETTING: 66 = SET IN ROCK OUTCROP
 MV0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MV0309+STABILITY: POSITION/ELEVATION WELL
 MV0309
 MV0309  HISTORY     - Date     Condition        Report By
 MV0309  HISTORY     - 1935     MONUMENTED       CGS
 MV0309  HISTORY     - 1940     GOOD             CGS
 MV0309  HISTORY     - 1974     GOOD             USGS
 MV0309
 MV0309                          STATION DESCRIPTION
 MV0309
 MV0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CP)
 MV0309'STATION IS ON THE HIGH, LONE PEAK, THE FIRST PROMINENT PEAK
 MV0309'TO THE N OF THE BLACK ROCK POINT, 17 MILES AIRLINE, NW OF
 MV0309'THE TOWN OF SULPHUR AND 20 MILES SW OF KING LEAR MOUNTAIN.
 MV0309'
 MV0309'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 MV0309'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 MV0309'
 MV0309'AZIMUTH MARK IS 1/2 MILE SE OF THE SHARP ROCK OUTCROP.
 MV0309'
 MV0309'STATION IS REACHED FROM SULPHUR AS FOLLOWS--CROSS THE RAILROAD
 MV0309'AND GO NW ON THE OLD ROAD JUST N OF THE SHACK AND CONTINUE
 MV0309'ON THE TRACKS 1.8 MILES.  TURN SHARP LEFT, ACROSS THE WASH
 MV0309'TO THE RIGHT AND CONTINUE NW, 9.0 MILES.  TAKE THE RIGHT FORK
 MV0309'AND GO 5.8 MILES TO A POINT JUST E OF THE MOUNTAIN, TURN LEFT
 MV0309'AND GO W ACROSS COUNTRY 1.3 MILES TO THE BASE OF THE MOUNTAIN
 MV0309'AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL,
 MV0309'CLIMB W TO THE HIGHEST POINT AND STATION.  (ONE-HOUR PACK.)
 MV0309
 MV0309                          STATION RECOVERY (1940)
 MV0309
 MV0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JCS)
 MV0309'ORIGNAL DESCRIPTION WAS FOLLOWED AND FOUND CORRECT, BUT THE
 MV0309'ROAD WAS UNUSED AND BADLY WASHED.  A NEW ROUTE IS DESCRIBED
 MV0309'BELOW.  ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES
 MV0309'AND DIRECTIONS TO MARKS ARE LISTED BELOW.
 MV0309'
 MV0309'STATION IS LOCATED 17 MILES NW OF THE TOWN OF SULPHUR, 20
 MV0309'MILES SW OF KING LEAR MOUNTAIN AND ABOUT 11 MILES N OF BLACK
 MV0309'ROCK POINT ON A HIGH, LONE PEAK WHICH PROJECTS E INTO THE
 MV0309'FLAT FROM THE MAIN N-S RANGE, AND IS ALMOST ISOLATED FROM
 MV0309'THE MAIN RANGE.  WHEN VIEWED FROM THE SE IT APPEARS AS A
 MV0309'HIGH, ROUND, DOME WITH A SMALLER DOME AT THE NE END AND
 MV0309'SHARP CLIFFS ALONG THE E SIDE.  THERE ARE MORE PROMINENT
 MV0309'PEAKS IN THE BACKGROUND.
 MV0309'
 MV0309'STATION MARK IS ON HIGHEST POINT OF PEAK SET IN OUTCROP OF
 MV0309'ROCK.
 MV0309'
 MV0309'REFERENCE MARKS ARE IN PROMINENT ROCK OUTCROPS AND EASILY
 MV0309'LOCATED.
 MV0309'
 MV0309'AZIMUTH MARK IS IN THE TOP OF A ROCK PINNACLE WHICH IS THE
 MV0309'NE, E PROJECTING OF AND LOWER THAN THE LARGE PINNACLE, JUST
 MV0309'ABOVE THE END OF TRUCK TRAVEL.  IT CAN BE REACHED FROM THE
 MV0309'END OF TRUCK TRAVEL BY CLIMBING UP STEEP SLOPE TO N SIDE OF
 MV0309'LARGE PINNACLE ENROUTE TO STATION.
 MV0309'
 MV0309'WHERE THE DRY LAKE BED ROAD FROM GERLACH TO SULPHUR FORKS AT
 MV0309'A POINT ABOUT 30 MILES NE OF GERLACH AND 10 MILES W OF SULPHUR,
 MV0309'THERE IS A SIGN POST IN THE MIDDLE OF A BARE FLAT, AND TRACKS
 MV0309'LEADING NW (PIUTE RANCH ROAD).  INQUIRE AT SULPHUR OR GERLACH,
 MV0309'AS THESE TRACK ROADS CHANGE FROM TIME TO TIME.  TURN NW
 MV0309'AND N ON THE PIUTE RANCH ROAD WHICH PASSES JUST E OF BLACK
 MV0309'ROCK POINT AND CONTINUE N ON THE MAIN TRACKS, WHICH FOLLOW
 MV0309'A SERIES OF BARE FLATS ALONG THE E SIDE OF THE MOUNTAINS
 MV0309'15-1/2 MILES TO A LONE, DOME-SHAPED PEAK, WITH SMALLER DOME
 MV0309'AT NE END AND SHARP CLIFFS ON E SIDE.  AT THIS POINT, THE
 MV0309'MAIN TRACKS ARE ABOUT 1.0 MILE E OF THE MOUNTAINS, TURN W,
 MV0309'CROSS COUNTRY, TO FOOT OF HILL AND END OF TRUCK TRAVEL.
 MV0309'PACK W UP STEEP SLOPE TO HIGHEST POINT AND STATION.  (ABOUT
 MV0309'1-HOUR PACK).
 MV0309
 MV0309                          STATION RECOVERY (1974)
 MV0309
 MV0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 MV0309'DESCRIPTION AND POSITION LISTED IN NGS QUAD 41118-3 STATION 1004.
 MV0309'STATION MARK--STANDARD DISC WEDGED IN DRILL HOLE IN OUTCROPPING BED-
 MV0309'ROCK. REFERENCE MARK NO. 2--NOT FOUND.

 *** retrieval complete.
 Elapsed Time = 00:00:02

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