RD0691 ***********************************************************************
RD0691  DESIGNATION -  A 354
RD0691  PID         -  RD0691
RD0691  STATE/COUNTY-  OR/WASHINGTON
RD0691  USGS QUAD   -  TIMBER (1979)
RD0691
RD0691                         *CURRENT SURVEY CONTROL
RD0691  ___________________________________________________________________
RD0691* NAD 83(1986)-  45 39 26.     (N)    123 17 22.     (W)     SCALED
RD0691* NAVD 88     -       162.193  (meters)     532.13   (feet)  ADJUSTED
RD0691  ___________________________________________________________________
RD0691  GEOID HEIGHT-         -21.14  (meters)                     GEOID99
RD0691  DYNAMIC HT  -         162.200 (meters)     532.15  (feet)  COMP
RD0691  MODELED GRAV-     980,656.6   (mgal)                       NAVD 88
RD0691
RD0691  VERT ORDER  -  SECOND    CLASS 0
RD0691
RD0691.The horizontal coordinates were scaled from a topographic map and have
RD0691.an estimated accuracy of +/- 6 seconds.
RD0691
RD0691.The orthometric height was determined by differential leveling
RD0691.and adjusted by the National Geodetic Survey in June 1991.
RD0691
RD0691.The geoid height was determined by GEOID99.
RD0691
RD0691.The dynamic height is computed by dividing the NAVD 88
RD0691.geopotential number by the normal gravity value computed on the
RD0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RD0691.degrees latitude (G = 980.6199 gals.).
RD0691
RD0691.The modeled gravity was interpolated from observed gravity values.
RD0691
RD0691;                    North         East    Units  Estimated Accuracy
RD0691;SPC OR N     -   224,950.    2,282,650.      MT  (+/- 180 meters Scaled)
RD0691
RD0691                          SUPERSEDED SURVEY CONTROL
RD0691
RD0691  NGVD 29     -       161.112  (m)          528.58   (f) ADJ UNCH    2 0
RD0691
RD0691.Superseded values are not recommended for survey control.
RD0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RD0691.See file dsdata.txt to determine how the superseded data were derived.
RD0691
RD0691_MARKER: DB = BENCH MARK DISK
RD0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RD0691_STAMPING: A 354 1942
RD0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RD0691+STABILITY: SURFACE MOTION
RD0691
RD0691  HISTORY     - Date     Condition        Recov. By
RD0691  HISTORY     - 1942     MONUMENTED       CGS
RD0691  HISTORY     - 1962     GOOD             NGS
RD0691  HISTORY     - 1988     POOR             USPSQD
RD0691
RD0691                          STATION DESCRIPTION
RD0691
RD0691''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
RD0691''1.3 MI NW FROM GLENWOOD.
RD0691''REACHED FROM THE POST OFFICE AT GLENWOOD GO WEST ON STATE HIGHWAY 8
RD0691''FOR ABOUT 0.4 MILE TO THE JUNCTION WITH THE HIGHWAY TO TIMBER, TURN
RD0691''RIGHT, GO NORTHWEST, FOR 0.9 MILE TO A T-ROAD ON THE RIGHT, EAST, 45
RD0691''FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE
RD0691''CENTER LINE OF THE FARM ROAD GOING TO THE EAST, 42 FEET SOUTHEAST OF
RD0691''EARL A. JOHNSON MAIL BOX, 11 FEET NORTH OF A SMALL BUILDING, AND
RD0691''1-FOOT EAST OF A METAL WITNESS POST.  A STANDARD BENCH MARK DISK SET
RD0691''IN TOP OF A CONCRETE POST THAT IS PROJECTING ABOUT 0.5 FOOT ABOVE
RD0691''GROUND AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY.
RD0691
RD0691                          STATION RECOVERY (1988)
RD0691
RD0691''RECOVERY NOTE BY US POWER SQUADRON 1988 (WCC)
RD0691''MARK RECOVERED IN POOR CONDITION.