National Geodetic Survey,   Retrieval Date = SEPTEMBER 17, 2009
 LR0907 ***********************************************************************
 LR0907  DESIGNATION -  MT LEWIS 2
 LR0907  PID         -  LR0907
 LR0907  STATE/COUNTY-  NV/LANDER
 LR0907  USGS QUAD   -  MT LEWIS (1985)
 LR0907
 LR0907                         *CURRENT SURVEY CONTROL
 LR0907  ___________________________________________________________________
 LR0907* NAD 83(1994)-  40 24 12.28720(N)    116 51 41.29861(W)     ADJUSTED  
 LR0907* NAVD 88     -      2949.8    (meters)    9678.     (feet)  VERTCON   
 LR0907  ___________________________________________________________________
 LR0907  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 LR0907  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LR0907  HORZ ORDER  -  FIRST
 LR0907
 LR0907.The horizontal coordinates were established by classical geodetic methods
 LR0907.and adjusted by the National Geodetic Survey in June 1998.
 LR0907
 LR0907.The NAVD 88 height was computed by applying the VERTCON shift value to
 LR0907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LR0907
 LR0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 LR0907
 LR0907.The geoid height was determined by GEOID03.
 LR0907
 LR0907;                    North         East     Units Scale Factor Converg.
 LR0907;SPC NV C     - 6,627,420.566   483,464.791   MT  0.99990336   -0 07 34.6
 LR0907;SPC NV C     -21,743,462.31  1,586,167.40   sFT  0.99990336   -0 07 34.6
 LR0907;UTM  11      - 4,472,542.903   511,754.845   MT  0.99960170   +0 05 23.2
 LR0907
 LR0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LR0907!SPC NV C     -   0.99954066  x   0.99990336  =   0.99944407
 LR0907!UTM  11      -   0.99954066  x   0.99960170  =   0.99914254
 LR0907
 LR0907|---------------------------------------------------------------------|
 LR0907| PID    Reference Object                     Distance      Geod. Az  |
 LR0907|                                                           dddmmss.s |
 LR0907| DD5491 MT LEWIS 2 RM 4                      12.022 METERS 14907     |
 LR0907| DD5489 MT LEWIS RM 3 AZIMUTH                              2750219.8 |
 LR0907| DD5488 MT LEWIS RM 3 AZIMUTH                              2750225.1 |
 LR0907| DD5490 MT LEWIS 2 RM 3                       7.741 METERS 31326     |
 LR0907|---------------------------------------------------------------------|
 LR0907
 LR0907                          SUPERSEDED SURVEY CONTROL
 LR0907
 LR0907  NAD 83(1986)-  40 24 12.29061(N)    116 51 41.29171(W) AD(       ) 1
 LR0907  NAD 27      -  40 24 12.59191(N)    116 51 37.94965(W) AD(       ) 1
 LR0907  NGVD 29 (07/19/86) 2948.5    (m)         9674.     (f) VERT ANG       
 LR0907
 LR0907.Superseded values are not recommended for survey control.
 LR0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LR0907.See file dsdata.txt to determine how the superseded data were derived.
 LR0907
 LR0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TNE1175572543(NAD 83)
 LR0907_MARKER: DS = TRIANGULATION STATION DISK
 LR0907_SETTING: 66 = SET IN ROCK OUTCROP
 LR0907_SP_SET: PARTIALLY EXPOSED BEDROCK
 LR0907
 LR0907  HISTORY     - Date     Condition        Report By
 LR0907  HISTORY     - 1974     MONUMENTED       NGS
 LR0907
 LR0907                          STATION DESCRIPTION
 LR0907
 LR0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LR0907'THE STATION IS LOCATED AT THE HUGE AND HIGHLY VISIBLE RADAR SITE
 LR0907'ATOP MT. LEWIS AND IS ON THE HIGHEST POINT OF MT. LEWIS.  IT IS
 LR0907'ABOUT 17 MILES (AIRLINE) SOUTH-SOUTHEAST OF BATTLE MOUNTAIN.
 LR0907'
 LR0907'TO REACH FROM THE INTERSECTION OF U. S. NO. 40 AND STATE ROUTE 8-A IN
 LR0907'BATTLE MOUNTAIN, GO SOUTHWEST ON ROUTE 8-A FOR 0.9 MILE.  TURN LEFT
 LR0907'(SOUTH) ON GRAVEL ROAD TO MARVELS RANCH JUST AFTER THE OVERPASS AND
 LR0907'GO 1.0 MILE, HERE ROAD CHANGES TO ASPHALT, CONTINUE 8.2 MILES TO A
 LR0907'ROAD LEFT JUST PAST MARVELS RANCH.  BEAR RIGHT STRAIGHT, (SOUTH)
 LR0907'AND GO 2.6 MILES TO A ROAD LEFT, CONTINUE STRAIGHT (SOUTHWEST) FOR
 LR0907'2.25 MILES.  TURN LEFT (EAST) ON GOOD GRADED ROAD AND GO 11.5
 LR0907'MILES (THIS IS 0.2 MILE BEFORE REACHING THE RADAR SITE) TURN RIGHT
 LR0907'(NORTH) ON TRACK ROAD AND GO 0.3 MILE TO A SMALL BROWN BUILDING.
 LR0907'FROM HERE PACK ABOUT 50 METERS UP SPECIAL LADDERS AND TO THE
 LR0907'STATION MARK.
 LR0907'
 LR0907'THE STATION MARK IS A STANDARD USC AND GS TRIANGULATION STATION DISK
 LR0907'STAMPED--MT LEWIS 2 1963 GROUTED IN BEDROCK.  IT IS 7.1 METERS AT
 LR0907'                140 DEG FROM        A TELEPHONE POLE WITH ANTENNA ATOP.
 LR0907'
 LR0907'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS 2 NO 3 1963 GROUTED IN BEDROCK.
 LR0907'
 LR0907'REFERENCE MARK NO. 4 IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS 2 NO 4 1963 GROUTED IN BEDROCK.
 LR0907'
 LR0907'THE AZIMUTH MARK IS A STANDARD USC AND GS REFERENCE MARK DISK
 LR0907'STAMPED--MT LEWIS NO 3 1934 GROUTED IN ROCK OUTCROPPING.  IT IS
 LR0907'LOCATED AT THE EXTREME NORTHWEST EDGE OF THE RADAR SITE.
 LR0907'
 LR0907'VISIBILITY FROM TRIPOD HEIGHT IS EXCELLENT EXCEPT FOR A SMALL BLOCK
 LR0907'ON THE HORIZON FROM 247 DEG TO 252 DEG MAG. AND THE LOW HORIZON FROM
 LR0907'237 DEG TO 262 DEG MAG.
 LR0907'
 LR0907'4-WHEEL DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.3 MILE TO THE
 LR0907'STATION.  THE ROAD IS OPEN ALL YEAR TO THE RADAR SITE.
 LR0907'
 LR0907'TOTAL DISTANCE FROM BATTLE MOUNTAIN IS 27 MILES WITH APPROXIMATE
 LR0907'DRIVING TIME OF 1-1/4 HOURS.