FV0967 ***********************************************************************
FV0967  DESIGNATION -  B 707
FV0967  PID         -  FV0967
FV0967  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0967  USGS QUAD   -  CAMBRIA (1979)
FV0967
FV0967                         *CURRENT SURVEY CONTROL
FV0967  ___________________________________________________________________
FV0967* NAD 83(1986)-  35 34 22.     (N)    121 02 26.     (W)     SCALED
FV0967* NAVD 88     -        52.078  (meters)     170.86   (feet)  ADJUSTED
FV0967  ___________________________________________________________________
FV0967  GEOID HEIGHT-         -34.46  (meters)                     GEOID99
FV0967  DYNAMIC HT  -          52.033 (meters)     170.71  (feet)  COMP
FV0967  MODELED GRAV-     979,771.2   (mgal)                       NAVD 88
FV0967
FV0967  VERT ORDER  -  FIRST     CLASS I
FV0967
FV0967.The horizontal coordinates were scaled from a topographic map and have
FV0967.an estimated accuracy of +/- 6 seconds.
FV0967
FV0967.The orthometric height was determined by differential leveling
FV0967.and adjusted by the National Geodetic Survey in June 1991.
FV0967
FV0967.The geoid height was determined by GEOID99.
FV0967
FV0967.The dynamic height is computed by dividing the NAVD 88
FV0967.geopotential number by the normal gravity value computed on the
FV0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0967.degrees latitude (G = 980.6199 gals.).
FV0967
FV0967.The modeled gravity was interpolated from observed gravity values.
FV0967
FV0967;                    North         East    Units  Estimated Accuracy
FV0967;SPC CA 5     -   734,100.    1,724,420.      MT  (+/- 180 meters Scaled)
FV0967
FV0967                          SUPERSEDED SURVEY CONTROL
FV0967
FV0967  NGVD 29     -        51.248  (m)          168.14   (f) ADJUSTED    1 1
FV0967
FV0967.Superseded values are not recommended for survey control.
FV0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0967.See file dsdata.txt to determine how the superseded data were derived.
FV0967
FV0967_MARKER: DB = BENCH MARK DISK
FV0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FV0967_STAMPING: B 707 1943
FV0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0967+STABILITY: SURFACE MOTION
FV0967
FV0967  HISTORY     - Date     Condition        Recov. By
FV0967  HISTORY     - 1943     MONUMENTED       CGS
FV0967  HISTORY     - 1961     GOOD             DOD
FV0967  HISTORY     - 1977     GOOD             NGS
FV0967
FV0967                          STATION DESCRIPTION
FV0967
FV0967''DESCRIBED BY COAST AND GEODETIC SURVEY 1943
FV0967''2.9 MI SE FROM CAMBRIA.
FV0967''2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 41, 0.1 MILE NORTH
FV0967''OF A FARM WINDMILL, 30 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY
FV0967''ON FENCE LINE AND BEHIND A TELEPHONE POLE.  A STANDARD DISK
FV0967''STAMPED B 707 1943 AND SET IN THE TOP OF A CONCRETE POST.  WITNESS
FV0967''POST SET.
FV0967
FV0967                          STATION RECOVERY (1961)
FV0967
FV0967''RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1961
FV0967''RECOVERED IN GOOD CONDITION.
FV0967
FV0967                          STATION RECOVERY (1977)
FV0967
FV0967''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0967''0.45 MILE EAST ALONG MAIN STREET FROM THE BANK OF AMERICA BUILDING IN
FV0967''CAMBRIA THENCE 2.05 MILE NORTHEAST ALONG SANTA ROSA CREEK ROAD TO MARK
FV0967''ON RIGHT, 0.1 MILE NORTHWEST OF A FARM WINDMILL, 30 FEET SOUTHWEST OF
FV0967''THE CENTER OF ROAD, 4 FEET EAST-SOUTHEAST OF A POWRLINE POLE, 240
FV0967''FEET EAST OF A FARM MACHINERY BUILDING