National Geodetic Survey,   Retrieval Date = APRIL 26, 2010
 PC1066 ***********************************************************************
 PC1066  DESIGNATION -  PEARL
 PC1066  PID         -  PC1066
 PC1066  STATE/COUNTY-  OR/DOUGLAS
 PC1066  USGS QUAD   -  GUNTER (1984)
 PC1066
 PC1066                         *CURRENT SURVEY CONTROL
 PC1066  ___________________________________________________________________
 PC1066* NAD 83(1991)-  43 49 28.11823(N)    123 32 38.85457(W)     ADJUSTED  
 PC1066* NAVD 88     -       507.5    (meters)    1665.     (feet)  VERTCON   
 PC1066  ___________________________________________________________________
 PC1066  LAPLACE CORR-           4.51  (seconds)                    DEFLEC09
 PC1066  GEOID HEIGHT-         -23.16  (meters)                     GEOID09
 PC1066  HORZ ORDER  -  SECOND
 PC1066
 PC1066.The horizontal coordinates were established by classical geodetic methods
 PC1066.and adjusted by the National Geodetic Survey in October 1991.
 PC1066
 PC1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 PC1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PC1066
 PC1066.The Laplace correction was computed from DEFLEC09 derived deflections.
 PC1066
 PC1066.The geoid height was determined by GEOID09.
 PC1066
 PC1066;                    North         East     Units Scale Factor Converg.
 PC1066;SPC OR S     -   244,151.477 1,255,187.264   MT  0.99996013   -2 04 57.5
 PC1066;SPC OR S     -   801,021.91  4,118,068.45   iFT  0.99996013   -2 04 57.5
 PC1066;UTM  10      - 4,852,522.085   456,246.730   MT  0.99962355   -0 22 36.4
 PC1066
 PC1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PC1066!SPC OR S     -   0.99992405  x   0.99996013  =   0.99988418
 PC1066!UTM  10      -   0.99992405  x   0.99962355  =   0.99954763
 PC1066
 PC1066:                Primary Azimuth Mark                     Grid Az
 PC1066:SPC OR S     -  STONY                                    022 20 52.6
 PC1066:UTM  10      -  STONY                                    020 38 31.5
 PC1066
 PC1066|---------------------------------------------------------------------|
 PC1066| PID    Reference Object                     Distance      Geod. Az  |
 PC1066|                                                           dddmmss.s |
 PC1066| PC0982 STONY                               APPROX.11.9 KM 0201555.1 |
 PC1066| CD9811 PEARL RM 1                           15.799 METERS 19712     |
 PC1066| CD9812 PEARL RM 2                           17.295 METERS 27525     |
 PC1066|---------------------------------------------------------------------|
 PC1066
 PC1066                          SUPERSEDED SURVEY CONTROL
 PC1066
 PC1066  NAD 83(1986)-  43 49 28.12798(N)    123 32 38.88740(W) AD(       ) 2
 PC1066  NAD 27      -  43 49 28.69800(N)    123 32 34.52300(W) AD(       ) 2
 PC1066  NGVD 29 (07/19/86)  506.4    (m)         1661.     (f) VERT ANG       
 PC1066
 PC1066.Superseded values are not recommended for survey control.
 PC1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PC1066.See file dsdata.txt to determine how the superseded data were derived.
 PC1066
 PC1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDP5624652522(NAD 83)
 PC1066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PC1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PC1066_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PC1066
 PC1066  HISTORY     - Date     Condition        Report By
 PC1066  HISTORY     - 1953     MONUMENTED       CGS
 PC1066
 PC1066                          STATION DESCRIPTION
 PC1066
 PC1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (CTH)
 PC1066'THE STATION IS ABOUT 25 MILES WEST-NORTHWEST OF COTTAGE GROVE, 2
 PC1066'MILES NORTHWEST OF THE SMALL SETTLEMENT OF GUNTER, 23 FEET
 PC1066'EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN OLD LOOKOUT HOUSE,
 PC1066'AND 5 FEET SOUTH OF A WITNESS POST.
 PC1066'
 PC1066'TO REACH THE STATION FROM THE POST OFFICE IN DRAIN.  GO NORTH ON
 PC1066'U.S. HIGHWAY 99 FOR 2.0 MILES TO A T-ROAD LEFT.  TURN LEFT AND
 PC1066'FOLLOW THE MAIN GRAVELED ROAD FOR 19.3 MILES TO THE SMALL
 PC1066'SETTLEMENT OF GUNTER.  CONTINUE ON THE MAIN GRAVELED ROAD FOR 0.4
 PC1066'MILE TO A SIDE ROAD RIGHT AND A SIGN YELLOW PT. L.O.  TURN RIGHT
 PC1066'AND FOLLOW THE DIRT ROAD FOR 0.2 MILE TO A ROAD FORK.  TAKE THE
 PC1066'LEFT FORK FOR 0.3 MILE TO A ROAD FORK.  TAKE THE LEFT FORK FOR
 PC1066'2.7 MILES TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 PC1066'
 PC1066'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 PC1066'CYLINDER THAT PROJECTS 4 INCHES, AND THE DISK IS STAMPED PEARL
 PC1066'1953.
 PC1066'
 PC1066'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 PC1066'CONCRETE CYLINDER THAT PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 PC1066'PEARL NO 1 1953.  IT IS 20 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 PC1066'OF A LOOKOUT HOUSE, AND 1 FOOT LOWER THAN THE STATION.
 PC1066'
 PC1066'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 PC1066'CONCRETE CYLINDER THAT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 PC1066'PEARL NO 2 1953.  IT IS 28 FEET NORTHWEST OF THE NORTHWEST CORNER
 PC1066'OF A LOOKOUT HOUSE, AND 2.5 FEET LOWER THAN THE STATION.
 PC1066'
 PC1066'NO AZIMUTH MARK WAS SET DUE TO HEAVY TIMBER.