OZ0450 ***********************************************************************
OZ0450  DESIGNATION -  V 339
OZ0450  PID         -  OZ0450
OZ0450  STATE/COUNTY-  ID/ELMORE
OZ0450  USGS QUAD   -  PINE (1973)
OZ0450
OZ0450                         *CURRENT SURVEY CONTROL
OZ0450  ___________________________________________________________________
OZ0450* NAD 83(1986)-  43 25 03.     (N)    115 17 40.     (W)     SCALED
OZ0450* NAVD 88     -      1327.836  (meters)    4356.41   (feet)  ADJUSTED
OZ0450  ___________________________________________________________________
OZ0450  GEOID HEIGHT-         -14.59  (meters)                     GEOID99
OZ0450  DYNAMIC HT  -        1327.118 (meters)    4354.05  (feet)  COMP
OZ0450  MODELED GRAV-     980,032.8   (mgal)                       NAVD 88
OZ0450
OZ0450  VERT ORDER  -  SECOND    CLASS 0
OZ0450
OZ0450.The horizontal coordinates were scaled from a topographic map and have
OZ0450.an estimated accuracy of +/- 6 seconds.
OZ0450
OZ0450.The orthometric height was determined by differential leveling
OZ0450.and adjusted by the National Geodetic Survey in June 1991.
OZ0450
OZ0450.The geoid height was determined by GEOID99.
OZ0450
OZ0450.The dynamic height is computed by dividing the NAVD 88
OZ0450.geopotential number by the normal gravity value computed on the
OZ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
OZ0450.degrees latitude (G = 980.6199 gals.).
OZ0450
OZ0450.The modeled gravity was interpolated from observed gravity values.
OZ0450
OZ0450;                    North         East    Units  Estimated Accuracy
OZ0450;SPC ID W     -   194,580.      836,890.      MT  (+/- 180 meters Scaled)
OZ0450
OZ0450                          SUPERSEDED SURVEY CONTROL
OZ0450
OZ0450  NGVD 29     -      1326.763  (m)         4352.89   (f) ADJ UNCH    2 0
OZ0450
OZ0450.Superseded values are not recommended for survey control.
OZ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
OZ0450.See file dsdata.txt to determine how the superseded data were derived.
OZ0450
OZ0450_MARKER: DB = BENCH MARK DISK
OZ0450_SETTING: 66 = SET IN ROCK OUTCROP
OZ0450_STAMPING: V 339 1950
OZ0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
OZ0450+STABILITY: POSITION/ELEVATION WELL
OZ0450
OZ0450  HISTORY     - Date     Condition        Recov. By
OZ0450  HISTORY     - 1950     MONUMENTED       CGS
OZ0450
OZ0450                          STATION DESCRIPTION
OZ0450
OZ0450''DESCRIBED BY COAST AND GEODETIC SURVEY 1950
OZ0450''5.8 MI SE FROM PINE.
OZ0450''5.8 MILES SOUTHEAST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
OZ0450''PINE, 1.0 MILE WEST OF THE BRIDGE OVER LIME CREEK, ON THE OUTSIDE OF A
OZ0450''CURVE, AT THE SUMMIT OF A GRADE, AT A SHORT THROUGH CUT, IN THE TOP OF
OZ0450''AN OUTCROP ON A RIDGE EXTENDING SOUTH FROM THE ROAD TO A ROCKY POINT
OZ0450''OVERLOOKING ANDERSON RANCH DAM RESERVOIR, 166 FEET SOUTH OF THE CENTER
OZ0450''LINE OF THE ROAD, 10 FEET SOUTHWEST OF A CAIRN, ABOUT 4 FEET HIGHER
OZ0450''THAN THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS B M.