National Geodetic Survey,   Retrieval Date = AUGUST  7, 2010
 RA1096 ***********************************************************************
 RA1096  DESIGNATION -  POINT PROMINENCE LOT
 RA1096  PID         -  RA1096
 RA1096  STATE/COUNTY-  OR/UNION
 RA1096  USGS QUAD   -  MT FANNY (1993)
 RA1096
 RA1096                         *CURRENT SURVEY CONTROL
 RA1096  ___________________________________________________________________
 RA1096* NAD 83(1991)-  45 22 18.32325(N)    117 42 07.51190(W)     ADJUSTED  
 RA1096* NAVD 88     -      2046.2    (meters)    6713.     (feet)  VERTCON   
 RA1096  ___________________________________________________________________
 RA1096  LAPLACE CORR-           5.25  (seconds)                    DEFLEC09
 RA1096  GEOID HEIGHT-         -16.75  (meters)                     GEOID09
 RA1096  HORZ ORDER  -  THIRD
 RA1096
 RA1096.The horizontal coordinates were established by classical geodetic methods
 RA1096.and adjusted by the National Geodetic Survey in October 1991.
 RA1096
 RA1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 RA1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RA1096
 RA1096.The Laplace correction was computed from DEFLEC09 derived deflections.
 RA1096
 RA1096.The geoid height was determined by GEOID09.
 RA1096
 RA1096;                    North         East     Units Scale Factor Converg.
 RA1096;SPC OR N     -   193,267.082 2,719,109.841   MT  0.99990085   +1 59 03.3
 RA1096;SPC OR N     -   634,078.35  8,920,964.05   iFT  0.99990085   +1 59 03.3
 RA1096;UTM  11      - 5,024,488.902   445,023.849   MT  0.99963716   -0 29 58.8
 RA1096
 RA1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RA1096!SPC OR N     -   0.99968193  x   0.99990085  =   0.99958281
 RA1096!UTM  11      -   0.99968193  x   0.99963716  =   0.99931920
 RA1096
 RA1096:                Primary Azimuth Mark                     Grid Az
 RA1096:SPC OR N     -  MORIAH                                   357 20 49.9
 RA1096:UTM  11      -  MORIAH                                   359 49 52.0
 RA1096
 RA1096|---------------------------------------------------------------------|
 RA1096| PID    Reference Object                     Distance      Geod. Az  |
 RA1096|                                                           dddmmss.s |
 RA1096| RA1095 MORIAH                              APPROX.12.6 KM 3591953.2 |
 RA1096|---------------------------------------------------------------------|
 RA1096
 RA1096                          SUPERSEDED SURVEY CONTROL
 RA1096
 RA1096  NAD 83(1986)-  45 22 18.32198(N)    117 42 07.50055(W) AD(       ) 3
 RA1096  NGVD 29 (12/08/88) 2044.9    (m)         6709.     (f) VERT ANG       
 RA1096
 RA1096.Superseded values are not recommended for survey control.
 RA1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RA1096.See file dsdata.txt to determine how the superseded data were derived.
 RA1096
 RA1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 11TML4502324488(NAD 83)
 RA1096_MARKER: 57 = LOOKOUT TOWER
 RA1096
 RA1096  HISTORY     - Date     Condition        Report By
 RA1096  HISTORY     - 1964     FIRST OBSERVED   USGS
 RA1096
 RA1096                          STATION DESCRIPTION
 RA1096
 RA1096'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 RA1096'LOCATED ABOUT 20 MI E. OF LA GRANDE, ABOUT 17 MI SE. OF ELGIN,
 RA1096'ABOUT 15 MI NE. OF UNION.  ON POINT OVERLOOKING MINAM RIVER.
 RA1096'
 RA1096'TO REACH FROM COVE POST OFFICE, DRIVE 0.1 MI E.  TURN RIGHT ON
 RA1096'MILL CREEK RD. 2 MI.  TAKE LEFT AT SIGN MOSS SPRING GS 7 7 MI.
 RA1096'TAKE LEFT FORK AT SIGN PT PROMINENCE 11 0.1 MI KEEPING LEFT
 RA1096'PAST CORRALS, CONTINUE 5.9 MI KEEPING STRAIGHT AT SIGN
 RA1096'BLUE MOUNTAIN T.V., CONTINUE 4.9 MI N. TO TURN-AROUND PAST RD.
 RA1096'SE.  TAKE RD. 0.5 MI SE. TO LOT AND STATION.
 RA1096'
 RA1096'STATION MARK--CENTER OF LOT.
 RA1096'
 RA1096'NOTE--THIS TOWER IS NOT AT SAME LOCATION AS PT. PROMINENCE LO
 RA1096'INTERSECTED BY NGS IN 1946.  TOWER IS 392.5 FT. FROM STATION PT.
 RA1096'PROMINENCE USFS.  POSITION OF LOT IS NOT COMPUTED USING THIS TIE.