RZ0868 ***********************************************************************
RZ0868  DESIGNATION -  K 38
RZ0868  PID         -  RZ0868
RZ0868  STATE/COUNTY-  WA/GARFIELD
RZ0868  USGS QUAD   -  STEMBER CREEK (1971)
RZ0868
RZ0868                         *CURRENT SURVEY CONTROL
RZ0868  ___________________________________________________________________
RZ0868* NAD 83(1986)-  46 26 15.     (N)    117 21 47.     (W)     SCALED
RZ0868* NAVD 88     -       572.633  (meters)    1878.71   (feet)  ADJUSTED
RZ0868  ___________________________________________________________________
RZ0868  GEOID HEIGHT-         -18.47  (meters)                     GEOID99
RZ0868  DYNAMIC HT  -         572.603 (meters)    1878.62  (feet)  COMP
RZ0868  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
RZ0868
RZ0868  VERT ORDER  -  FIRST     CLASS I
RZ0868
RZ0868.The horizontal coordinates were scaled from a topographic map and have
RZ0868.an estimated accuracy of +/- 6 seconds.
RZ0868
RZ0868.The orthometric height was determined by differential leveling
RZ0868.and adjusted by the National Geodetic Survey in June 1991.
RZ0868
RZ0868.The geoid height was determined by GEOID99.
RZ0868
RZ0868.The dynamic height is computed by dividing the NAVD 88
RZ0868.geopotential number by the normal gravity value computed on the
RZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RZ0868.degrees latitude (G = 980.6199 gals.).
RZ0868
RZ0868.The modeled gravity was interpolated from observed gravity values.
RZ0868
RZ0868;                    North         East    Units  Estimated Accuracy
RZ0868;SPC WA S     -   127,520.      740,990.      MT  (+/- 180 meters Scaled)
RZ0868
RZ0868                          SUPERSEDED SURVEY CONTROL
RZ0868
RZ0868  NGVD 29     -       571.623  (m)         1875.40   (f) ADJ UNCH    1 1
RZ0868
RZ0868.Superseded values are not recommended for survey control.
RZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RZ0868.See file dsdata.txt to determine how the superseded data were derived.
RZ0868
RZ0868_MARKER: DB = BENCH MARK DISK
RZ0868_SETTING: 36 = BRIDGE
RZ0868_STAMPING: K 38 1933
RZ0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
RZ0868
RZ0868  HISTORY     - Date     Condition        Recov. By
RZ0868  HISTORY     - 1933     MONUMENTED       CGS
RZ0868  HISTORY     - 1968     GOOD             NGS
RZ0868
RZ0868                          STATION DESCRIPTION
RZ0868
RZ0868''DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
RZ0868''13.0 MI E FROM POMEROY.
RZ0868''13.0 MILES EAST ALONG U.S. HIGHWAY 12 FROM THE COURTHOUSE AT POMEROY,
RZ0868''0.35 MILE WEST OF MILEPOST 417, 0.1 MILE WEST OF A HIGHWAY GRAVEL
RZ0868''LOADING HOPPER, AT THE JUNCTION OF THE FORMER ALIGNMENT OF THE HIGHWAY
RZ0868''NORTHWEST, IN THE TOP AND 1.3 FEET SOUTHEAST OF THE NORTHWEST END OF
RZ0868''THE SOUTHWEST CONCRETE GUARDRAIL OF A CONCRETE BRIDGE UNDER THE ROAD,
RZ0868''89 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF
RZ0868''THE CENTER LINE OF THE ROAD, AND ABOUT 3 1/2 FEET HIGHER THAN THE
RZ0868''HIGHWAY.