RZ0924 ***********************************************************************
RZ0924  DESIGNATION -  F 23
RZ0924  PID         -  RZ0924
RZ0924  STATE/COUNTY-  ID/NEZ PERCE
RZ0924  USGS QUAD   -  CLARKSTON (1971)
RZ0924
RZ0924                         *CURRENT SURVEY CONTROL
RZ0924  ___________________________________________________________________
RZ0924* NAD 83(1986)-  46 27 19.     (N)    117 00 19.     (W)     SCALED
RZ0924* NAVD 88     -       572.127  (meters)    1877.05   (feet)  ADJUSTED
RZ0924  ___________________________________________________________________
RZ0924  GEOID HEIGHT-         -18.20  (meters)                     GEOID99
RZ0924  DYNAMIC HT  -         572.086 (meters)    1876.92  (feet)  COMP
RZ0924  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
RZ0924
RZ0924  VERT ORDER  -  FIRST     CLASS II
RZ0924
RZ0924.The horizontal coordinates were scaled from a topographic map and have
RZ0924.an estimated accuracy of +/- 6 seconds.
RZ0924
RZ0924.The orthometric height was determined by differential leveling
RZ0924.and adjusted by the National Geodetic Survey in June 1991.
RZ0924
RZ0924.The geoid height was determined by GEOID99.
RZ0924
RZ0924.The dynamic height is computed by dividing the NAVD 88
RZ0924.geopotential number by the normal gravity value computed on the
RZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RZ0924.degrees latitude (G = 980.6199 gals.).
RZ0924
RZ0924.The modeled gravity was interpolated from observed gravity values.
RZ0924
RZ0924;                    North         East    Units  Estimated Accuracy
RZ0924;SPC ID W     -   532,810.      703,570.      MT  (+/- 180 meters Scaled)
RZ0924
RZ0924                          SUPERSEDED SURVEY CONTROL
RZ0924
RZ0924  NGVD 29     -       571.090  (m)         1873.65   (f) ADJ UNCH    1 2
RZ0924
RZ0924.Superseded values are not recommended for survey control.
RZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RZ0924.See file dsdata.txt to determine how the superseded data were derived.
RZ0924
RZ0924_MARKER: DB = BENCH MARK DISK
RZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RZ0924_STAMPING: F 23 1933
RZ0924_PROJECTION: PROJECTING 20 CENTIMETERS
RZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RZ0924+STABILITY: SURFACE MOTION
RZ0924
RZ0924  HISTORY     - Date     Condition        Recov. By
RZ0924  HISTORY     - 1933     MONUMENTED       CGS
RZ0924  HISTORY     - 1946     GOOD             NGS
RZ0924  HISTORY     - 1980     GOOD             NGS
RZ0924
RZ0924                          STATION DESCRIPTION
RZ0924
RZ0924''DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
RZ0924''5.5 MI N FROM LEWISTON.
RZ0924''5.5 MILES NORTH ALONG U. S. HIGHWAY 95 FROM THE COUNTY COURTHOUSE AT
RZ0924''LEWISTON, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 8 FEET EAST
RZ0924''OF THE EAST END OF A GATE, 2.6 FEET SOUTH OF A FENCE, AND 3 FEET SOUTH
RZ0924''OF A WHITE WITNESS POST.  A BRONZE DISK, SET IN THE TOP OF A CONCRETE
RZ0924''POST PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.
RZ0924
RZ0924                          STATION RECOVERY (1980)
RZ0924
RZ0924''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
RZ0924''7.6 KILOMETERS (4.7 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
RZ0924''JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, AT THE NORTHWEST END OF A
RZ0924''HIGHWAY CURVE, 8.5 METERS (28.0 FEET) SOUTHWEST OF THE CENTERLINE OF
RZ0924''THE HIGHWAY, 2.4 METERS (8.0 FEET) SOUTHEAST OF THE SOUTHEAST END OF
RZ0924''A WOODEN GATE IN A BARBED WIRE FENCE LINE, 0.7 METER (2.6 FEET)
RZ0924''SOUTHWEST OF THE FENCE LINE.
RZ0924''THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
RZ0924''THE MARK IS 1.2 M ABOVE THE HIGHWAY.