RZ0923 ***********************************************************************
RZ0923  DESIGNATION -  E 305
RZ0923  PID         -  RZ0923
RZ0923  STATE/COUNTY-  ID/NEZ PERCE
RZ0923  USGS QUAD   -  CLARKSTON (1971)
RZ0923
RZ0923                         *CURRENT SURVEY CONTROL
RZ0923  ___________________________________________________________________
RZ0923* NAD 83(1986)-  46 27 18.     (N)    117 00 44.     (W)     SCALED
RZ0923* NAVD 88     -       604.701  (meters)    1983.92   (feet)  ADJUSTED
RZ0923  ___________________________________________________________________
RZ0923  GEOID HEIGHT-         -18.20  (meters)                     GEOID99
RZ0923  DYNAMIC HT  -         604.661 (meters)    1983.79  (feet)  COMP
RZ0923  MODELED GRAV-     980,529.7   (mgal)                       NAVD 88
RZ0923
RZ0923  VERT ORDER  -  FIRST     CLASS II
RZ0923
RZ0923.The horizontal coordinates were scaled from a topographic map and have
RZ0923.an estimated accuracy of +/- 6 seconds.
RZ0923
RZ0923.The orthometric height was determined by differential leveling
RZ0923.and adjusted by the National Geodetic Survey in June 1991.
RZ0923
RZ0923.The geoid height was determined by GEOID99.
RZ0923
RZ0923.The dynamic height is computed by dividing the NAVD 88
RZ0923.geopotential number by the normal gravity value computed on the
RZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RZ0923.degrees latitude (G = 980.6199 gals.).
RZ0923
RZ0923.The modeled gravity was interpolated from observed gravity values.
RZ0923
RZ0923;                    North         East    Units  Estimated Accuracy
RZ0923;SPC ID W     -   532,790.      703,040.      MT  (+/- 180 meters Scaled)
RZ0923
RZ0923                          SUPERSEDED SURVEY CONTROL
RZ0923
RZ0923  NGVD 29     -       603.665  (m)         1980.52   (f) ADJ UNCH    1 2
RZ0923
RZ0923.Superseded values are not recommended for survey control.
RZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RZ0923.See file dsdata.txt to determine how the superseded data were derived.
RZ0923
RZ0923_MARKER: DB = BENCH MARK DISK
RZ0923_SETTING: 66 = SET IN ROCK OUTCROP
RZ0923_STAMPING: E 305 1946
RZ0923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
RZ0923+STABILITY: POSITION/ELEVATION WELL
RZ0923
RZ0923  HISTORY     - Date     Condition        Recov. By
RZ0923  HISTORY     - 1946     MONUMENTED       CGS
RZ0923  HISTORY     - 1980     GOOD             NGS
RZ0923
RZ0923                          STATION DESCRIPTION
RZ0923
RZ0923''DESCRIBED BY COAST AND GEODETIC SURVEY 1946
RZ0923''6.0 MI N FROM LEWISTON.
RZ0923''6.0 MILES NORTH ALONG U.S. HIGHWAY NO. 95 FROM THE COUNTY COURT HOUSE
RZ0923''AT LEWISTON, SET IN OUTCROPPING BEDROCK, 29 FEET WEST OF CENTER-LINE
RZ0923''OF HIGHWAY, 13 FEET EAST OF RIGHT-OF-WAY FENCE, ABOUT 6 FEET ABOVE
RZ0923''ROAD LEVEL.  BRONZE BENCH MARK DISK.
RZ0923
RZ0923                          STATION RECOVERY (1980)
RZ0923
RZ0923''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
RZ0923''8.3 KILOMETERS (5.15 MILES) NORTH ALONG OLD U.S. HIGHWAY 95 FROM THE
RZ0923''JUNCTION OF U.S. HIGHWAY 12 IN LEWISTON, ON THE OUTSIDE OF THE EAST
RZ0923''END OF A HIGHWAY S CURVE, ACROSS THE HIGHWAY FROM A CURVE SIGN, SET
RZ0923''IN TOP OF A ROCK OUTCROP, 8.8 METERS (29.0 FEET) NORTH OF THE
RZ0923''CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.0 FEET) WEST OF THE
RZ0923''CENTERLINE OF A SMALL ROCK DRAW, 4.0 METERS (13.0 FEET) SOUTH OF
RZ0923''A BARBED WIRE FENCE LINE.
RZ0923''THE MARK IS 06 METERS  E FROM A WITNESS POST.
RZ0923''THE MARK IS 1.8 M ABOVE THE HIGHWAY.