National Geodetic Survey,   Retrieval Date = MAY 13, 2005
 LR0981 ***********************************************************************
 LR0981  DESIGNATION -  BUFFALO MTN
 LR0981  PID         -  LR0981
 LR0981  STATE/COUNTY-  NV/HUMBOLDT
 LR0981  USGS QUAD   -  CHERRY CREEK NE (1981)
 LR0981
 LR0981                         *CURRENT SURVEY CONTROL
 LR0981  ___________________________________________________________________
 LR0981* NAD 83(1994)-  40 44 56.28410(N)    117 21 16.89163(W)     ADJUSTED  
 LR0981* NAVD 88     -      2438.7    (meters)    8001.     (feet)  VERTCON   
 LR0981  ___________________________________________________________________
 LR0981  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 LR0981  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LR0981
 LR0981  HORZ ORDER  -  THIRD
 LR0981
 LR0981.The horizontal coordinates were established by classical geodetic methods
 LR0981.and adjusted by the National Geodetic Survey in June 1998.
 LR0981
 LR0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0981
 LR0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0981
 LR0981.The geoid height was determined by GEOID03.
 LR0981
 LR0981;                    North         East     Units Scale Factor Converg.
 LR0981;SPC NV W     - 4,666,497.082   903,753.975   MT  1.00003246   +0 48 07.4
 LR0981;UTM  11      - 4,510,951.214   470,056.931   MT  0.99961104   -0 13 53.5
 LR0981
 LR0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0981!SPC NV W     -   0.99962081  x   1.00003246  =   0.99965325
 LR0981!UTM  11      -   0.99962081  x   0.99961104  =   0.99923199
 LR0981
 LR0981                          SUPERSEDED SURVEY CONTROL
 LR0981
 LR0981  NAD 83(1986)-  40 44 56.28841(N)    117 21 16.88693(W) AD(       ) 3
 LR0981  NGVD 29 (07/11/94) 2437.5    (m)         7997.     (f) VERT ANG       
 LR0981
 LR0981.Superseded values are not recommended for survey control.
 LR0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0981.See file dsdata.txt to determine how the superseded data were derived.
 LR0981
 LR0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TMF7005710951(NAD 83)
 LR0981_MARKER: DS = TRIANGULATION STATION DISK
 LR0981_SETTING: 0 = UNSPECIFIED SETTING
 LR0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LR0981
 LR0981  HISTORY     - Date     Condition        Report By
 LR0981  HISTORY     - 1964     MONUMENTED       USGS
 LR0981
 LR0981                          STATION DESCRIPTION
 LR0981
 LR0981'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LR0981'LOCATED ABOUT 24 MI. NW. OF BATTLE MOUNTAIN, 16 MI. SE. OF GOLCONDA,
 LR0981'12.5 MI. SW. OF VALMY, 8.5 MI. NE. OF THE POLKINGHORNE RANCH, ON THE
 LR0981'HIGHEST POINT OF BUFFALO MOUNTAIN BETWEEN PUMPERNICKEL AND BUFFALO
 LR0981'VALLEYS.
 LR0981'
 LR0981'STATION REACHED BY HELICOPTER.
 LR0981'
 LR0981'TO REACH FROM VALMY, GO NW. ON U.S. HIGHWAY 40 FOR 5.5 MI. TO A RD.
 LR0981'LEADING WSW. INTO PUMPERNICKEL VALLEY, TURN LEFT AND PROCEED ON MAIN
 LR0981'RD. FOR 8.7 MI. (PASSING BROWNS SPRING) TO RD. FORK, TURN LEFT (SW.)
 LR0981'AND PROCEED ABOUT 3.5 MI. TO A RD. FORK, TURN LEFT (SE.) AND PROCEED
 LR0981'ABOUT 3 MI. TO END OF RD. AND END OF TRUCK TRAVEL, PACK E. UP RIDGE
 LR0981'FOR ABOUT 2 MI. TO HIGHEST POINT AND STATION.
 LR0981'
 LR0981'STATION MARK--A STANDARD TABLET STAMPED----BUFFALO MTN 1964----SET IN
 LR0981'A DRILL HOLE IN A SLOPING ROCK OUTCROP ON HIGHEST POINT OF MOUNTAIN.
 LR0981'
 LR0981'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED--
 LR0981'NO 1 1964--CEMENTED IN A DRILL HOLE IN A SLOPING ROCK OUTCROP,
 LR0981'20.87 FT. FROM STATION MARK 340 DEGREES 50 MINUTES.
 LR0981'
 LR0981'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET STAMPED--
 LR0981'NO 2 1964--CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 25.37
 LR0981'FT. FROM STATION MARK 72 DEGREES 13 MINUTES.