RZ0370 ***********************************************************************
RZ0370  DESIGNATION -  J 126
RZ0370  PID         -  RZ0370
RZ0370  STATE/COUNTY-  ID/NEZ PERCE
RZ0370  USGS QUAD   -  JULIAETTA (1990)
RZ0370
RZ0370                         *CURRENT SURVEY CONTROL
RZ0370  ___________________________________________________________________
RZ0370* NAD 83(1986)-  46 30 57.     (N)    116 40 50.     (W)     SCALED
RZ0370* NAVD 88     -       262.566  (meters)     861.44   (feet)  ADJUSTED
RZ0370  ___________________________________________________________________
RZ0370  GEOID HEIGHT-         -17.85  (meters)                     GEOID99
RZ0370  DYNAMIC HT  -         262.565 (meters)     861.43  (feet)  COMP
RZ0370  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
RZ0370
RZ0370  VERT ORDER  -  FIRST     CLASS II
RZ0370
RZ0370.The horizontal coordinates were scaled from a topographic map and have
RZ0370.an estimated accuracy of +/- 6 seconds.
RZ0370
RZ0370.The orthometric height was determined by differential leveling
RZ0370.and adjusted by the National Geodetic Survey in June 1991.
RZ0370
RZ0370.The geoid height was determined by GEOID99.
RZ0370
RZ0370.The dynamic height is computed by dividing the NAVD 88
RZ0370.geopotential number by the normal gravity value computed on the
RZ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RZ0370.degrees latitude (G = 980.6199 gals.).
RZ0370
RZ0370.The modeled gravity was interpolated from observed gravity values.
RZ0370
RZ0370;                    North         East    Units  Estimated Accuracy
RZ0370;SPC ID W     -   539,200.      728,590.      MT  (+/- 180 meters Scaled)
RZ0370
RZ0370                          SUPERSEDED SURVEY CONTROL
RZ0370
RZ0370  NGVD 29     -       261.566  (m)          858.15   (f) ADJ UNCH    1 2
RZ0370
RZ0370.Superseded values are not recommended for survey control.
RZ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RZ0370.See file dsdata.txt to determine how the superseded data were derived.
RZ0370
RZ0370_MARKER: DB = BENCH MARK DISK
RZ0370_SETTING: 36 = ABUTMENT
RZ0370_STAMPING: J-126 1935
RZ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
RZ0370
RZ0370  HISTORY     - Date     Condition        Recov. By
RZ0370  HISTORY     - 1935     MONUMENTED       CGS
RZ0370  HISTORY     - 1959     GOOD             NGS
RZ0370  HISTORY     - 1980     GOOD             NGS
RZ0370
RZ0370                          STATION DESCRIPTION
RZ0370
RZ0370''DESCRIBED BY COAST AND GEODETIC SURVEY 1935
RZ0370''5.9 MI NE FROM ARROW.
RZ0370''5.9 MILES NORTHEAST OF, ALONG NORTHERN PACIFIC R.R.. FROM RY STATION.
RZ0370''TABLET SET HORIZONTALLY ON WEST END OF NORTHEAST ABUTMENT OF STEEL AND
RZ0370''CONCRETE BRIDGE OVER CLEARWATER RIVER AT CHERRY LANE SIDING. ABOUT 225
RZ0370''FEET NORTHEAST OF NORTH SIDE OF CHERRY LANE SIDING WAITING SHED. 44
RZ0370''FEET EAST OF CENTERLINE OF N.P. R.R..  11.6 FEET NORTH OF CENTERLINE
RZ0370''OF DIRT ROAD.  AT WEST END OF BRIDGE.  1.7 FT. NORTHEAST OF SOUTHWEST
RZ0370''END OF ABUTMENT.
RZ0370
RZ0370                          STATION RECOVERY (1959)
RZ0370
RZ0370''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
RZ0370''RECOVERED IN GOOD CONDITION.
RZ0370
RZ0370                          STATION RECOVERY (1980)
RZ0370
RZ0370''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
RZ0370''BENCH MARK RECOVERED ON THIS DATE AS PREVIOUSLY DESCRIBED.  NOTE--ADD
RZ0370''11.7 KILOMETERS (7.3 MILES) WEST ALONG U.S. HIGHWAY 12 FROM THE
RZ0370''SOUTHWEST END OF THE STEEL HIGHWAY BRIDGE OVER THE CLEARWATER RIVER
RZ0370''IN LENORE, 0.3 KILOMETER (0.2 MILE) NORTH OF BENCH MARK F 363 USE.