National Geodetic Survey,   Retrieval Date = JULY 15, 2000
 MV0393 ***********************************************************************
 MV0393  DESIGNATION -  BOUNDARY POST CA NV OR
 MV0393  PID         -  MV0393
 MV0393  STATE/COUNTY-  NV/WASHOE
 MV0393  USGS QUAD   -  BARREL SPRINGS (1966)
 MV0393
 MV0393                         *CURRENT SURVEY CONTROL
 MV0393  ___________________________________________________________________
 MV0393* NAD 83(1994)-  41 59 41.73837(N)    119 59 58.25658(W)     ADJUSTED
 MV0393* NAVD 88     -      1611.     (meters)    5285.     (feet)  SCALED
 MV0393  ___________________________________________________________________
 MV0393  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 MV0393  GEOID HEIGHT-         -20.77  (meters)                     GEOID99
 MV0393
 MV0393  HORZ ORDER  -  THIRD
 MV0393
 MV0393.The horizontal coordinates were established by classical geodetic methods
 MV0393.and adjusted by the National Geodetic Survey in June 1998.
 MV0393.No horizontal observational check was made to the station.
 MV0393
 MV0393.The orthometric height was scaled from a topographic map.
 MV0393
 MV0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 MV0393
 MV0393.The geoid height was determined by GEOID99.
 MV0393
 MV0393;                    North         East     Units   Scale      Converg.
 MV0393;SPC CA 1     - 2,616,307.23  7,105,487.69   sFT  1.00009997 +1 18 29.1
 MV0393;SPC NV W     - 4,805,104.961   682,669.352   MT  1.00006934 -0 56 51.5
 MV0393;SPC OR S     -    36,589.872 1,541,472.794   MT  1.00010234 +0 20 32.7
 MV0393;SPC CA 1     -   797,452.039 2,165,756.979   MT  1.00009997 +1 18 29.1
 MV0393;UTM  11      - 4,653,566.190   251,555.443   MT  1.00035959 -2 00 28.4
 MV0393;UTM  10      - 4,653,569.003   748,524.790   MT  1.00036008 +2 00 30.8
 MV0393
 MV0393                          SUPERSEDED SURVEY CONTROL
 MV0393
 MV0393  NAD 83(1991)-  41 59 41.73837(N)    119 59 58.25659(W) AD(       ) 3
 MV0393  NAD 83(1986)-  41 59 41.73984(N)    119 59 58.25578(W) AD(       ) 3
 MV0393  NAD 27      -  41 59 42.13600(N)    119 59 54.44400(W) AD(       ) 3
 MV0393
 MV0393.Superseded values are not recommended for survey control.
 MV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MV0393.See file dsdata.txt to determine how the superseded data were derived.
 MV0393
 MV0393  HISTORY     - Date     Condition        Recov. By
 MV0393  HISTORY     - UNK      MONUMENTED       CGS
 MV0393  HISTORY     - 1950     GOOD             CGS
 MV0393
 MV0393                          STATION DESCRIPTION
 MV0393
 MV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (EBL)
 MV0393'STATION IS LOCATED ABOUT 17 MILES EAST OF NEW PINE CREEK IN THE
 MV0393'EXTREME NORTHEAST CORNER OF CALIFORNIA.
 MV0393'
 MV0393'THE BOUNDARY POST IS AN 8 BY 8 INCH TIMBER THAT PROJECTS 10 FEET
 MV0393'ABOVE THE GROUND AND IS SUPPORTED BY ROCKS AROUND THE BASE OF THE
 MV0393'TIMBER.
 MV0393'
 MV0393'TO REACH FROM DYKES STORE AND POST OFFICE IN ADEL, GO SOUTH ON THE
 MV0393'FT. BIDWELL ROAD FOR 15.8 MILES TO A CROSSROAD AT THE BOTTOM OF A
 MV0393'STEEP GRADE, JUST BEFORE COMING TO A WOOD BRIDGE.  TURN LEFT ON THE
 MV0393'DIM ROAD AND GO 1.1 MILES TO THE BOTTOM OF A CANYON AND THE END OF
 MV0393'TRUCK TRAVEL.  FROM HERE, PACK SOUTH ACROSS CREEK AND UP THE CANYON
 MV0393'WALL TOWARD A SHALLOW DRAW WHICH IS VISIBLE FROM THE BOTTOM OF THE
 MV0393'CANYON.  CONTINUE TOWARES THE HIGHEST PART OF THE RIDGE AND THE
 MV0393'AZIMUTH MARK.  FROM HERE THE STATION IS ABOUT 400 PACES TO THE LEFT,
 MV0393'EAST.  ABOUT A 30 MINUTE PACK.