RD0693 ***********************************************************************
RD0693  DESIGNATION -  C 354
RD0693  PID         -  RD0693
RD0693  STATE/COUNTY-  OR/WASHINGTON
RD0693  USGS QUAD   -  TIMBER (1979)
RD0693
RD0693                         *CURRENT SURVEY CONTROL
RD0693  ___________________________________________________________________
RD0693* NAD 83(1986)-  45 40 56.     (N)    123 17 20.     (W)     SCALED
RD0693* NAVD 88     -       181.316  (meters)     594.87   (feet)  ADJUSTED
RD0693  ___________________________________________________________________
RD0693  GEOID HEIGHT-         -21.14  (meters)                     GEOID99
RD0693  DYNAMIC HT  -         181.323 (meters)     594.89  (feet)  COMP
RD0693  MODELED GRAV-     980,650.5   (mgal)                       NAVD 88
RD0693
RD0693  VERT ORDER  -  SECOND    CLASS 0
RD0693
RD0693.The horizontal coordinates were scaled from a topographic map and have
RD0693.an estimated accuracy of +/- 6 seconds.
RD0693
RD0693.The orthometric height was determined by differential leveling
RD0693.and adjusted by the National Geodetic Survey in June 1991.
RD0693
RD0693.The geoid height was determined by GEOID99.
RD0693
RD0693.The dynamic height is computed by dividing the NAVD 88
RD0693.geopotential number by the normal gravity value computed on the
RD0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RD0693.degrees latitude (G = 980.6199 gals.).
RD0693
RD0693.The modeled gravity was interpolated from observed gravity values.
RD0693
RD0693;                    North         East    Units  Estimated Accuracy
RD0693;SPC OR N     -   227,730.    2,282,790.      MT  (+/- 180 meters Scaled)
RD0693
RD0693                          SUPERSEDED SURVEY CONTROL
RD0693
RD0693  NGVD 29     -       180.231  (m)          591.31   (f) ADJ UNCH    2 0
RD0693
RD0693.Superseded values are not recommended for survey control.
RD0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RD0693.See file dsdata.txt to determine how the superseded data were derived.
RD0693
RD0693_MARKER: DB = BENCH MARK DISK
RD0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RD0693_STAMPING: C 354 1942
RD0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RD0693+STABILITY: SURFACE MOTION
RD0693
RD0693  HISTORY     - Date     Condition        Recov. By
RD0693  HISTORY     - 1942     MONUMENTED       CGS
RD0693  HISTORY     - 1962     GOOD             NGS
RD0693  HISTORY     - 1989     GOOD             USPSQD
RD0693
RD0693                          STATION DESCRIPTION
RD0693
RD0693''DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
RD0693''3.5 MI N FROM GLENWOOD.
RD0693''REACHED FROM THE POST OFFICE AT GLENWOOD GO WEST ON STATE HIGHWAY 8
RD0693''FOR 0.4 MILE TO THE JUNCTION WITH THE HIGHWAY TO TIMBER, TURN RIGHT,
RD0693''GO NORTH FOR 3.1 MILES, LOCATED ON THE INSIDE OF A CURVE, 20 FEET EAST
RD0693''OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTER
RD0693''LINE OF THE HIGHWAY AND A GRADED ROAD GOING TO THE WEST, ABOUT 140
RD0693''YARDS NORTH OF G. SCHMIDLIN MAIL BOX, AND 1 FOOT NORTH OF A METAL
RD0693''WITNESS POST.  A STANDARD DISK SET IN TOP OF A CONCRETE POST THAT IS
RD0693''PROJECTING ABOUT 0.5 FOOT ABOVE GROUND AND ABOUT THE SAME ELEVATION AS
RD0693''THE CENTER LINE OF THE HIGHWAY.  THIS IS 3.5 MILES SOUTH OF THE POST
RD0693''OFFICE AT TIMBER.
RD0693
RD0693                          STATION RECOVERY (1989)
RD0693
RD0693''RECOVERY NOTE BY US POWER SQUADRON 1989 (WCC)
RD0693''RECOVERED IN GOOD CONDITION.