1        National Geodetic Survey,   Retrieval Date = MARCH 10, 2012
 LV0360 ***********************************************************************
 LV0360  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0360  DESIGNATION -  941 8767 TIDAL 12
 LV0360  PID         -  LV0360
 LV0360  STATE/COUNTY-  CA/HUMBOLDT
 LV0360  USGS QUAD   -  EUREKA (1972)
 LV0360
 LV0360                         *CURRENT SURVEY CONTROL
 LV0360  ___________________________________________________________________
 LV0360* NAD 83(1986)-  40 45 59.     (N)    124 13 04.     (W)     SCALED    
 LV0360* NAVD 88     -         4.132  (meters)      13.56   (feet)  ADJUSTED  
 LV0360  ___________________________________________________________________
 LV0360  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0360  DYNAMIC HT  -           4.130 (meters)      13.55  (feet)  COMP
 LV0360  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LV0360
 LV0360  VERT ORDER  -  FIRST     CLASS II
 LV0360
 LV0360.The horizontal coordinates were scaled from a topographic map and have
 LV0360.an estimated accuracy of +/- 6 seconds.
 LV0360.
 LV0360.The orthometric height was determined by differential leveling and
 LV0360.adjusted in June 1991.
 LV0360
 LV0360.This Tidal Bench Mark is designated as VM 1719
 LV0360.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0360
 LV0360.The geoid height was determined by GEOID09.
 LV0360
 LV0360.The dynamic height is computed by dividing the NAVD 88
 LV0360.geopotential number by the normal gravity value computed on the
 LV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0360.degrees latitude (g = 980.6199 gals.).
 LV0360
 LV0360.The modeled gravity was interpolated from observed gravity values.
 LV0360
 LV0360;                    North         East    Units  Estimated Accuracy
 LV0360;SPC CA 1     -   661,490.    1,812,790.      MT  (+/- 180 meters Scaled)
 LV0360
 LV0360                          SUPERSEDED SURVEY CONTROL
 LV0360
 LV0360  NGVD 29 (12/02/92)    3.109  (m)           10.20   (f) ADJUSTED    1 2
 LV0360
 LV0360.Superseded values are not recommended for survey control.
 LV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0360.See file dsdata.txt to determine how the superseded data were derived.
 LV0360
 LV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL972135(NAD 83)
 LV0360
 LV0360_MARKER: DJ = TIDAL STATION DISK
 LV0360_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LV0360_SP_SET: SEAWALL
 LV0360_STAMPING: NO 12 1962
 LV0360_MARK LOGO: CGS   
 LV0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0360
 LV0360  HISTORY     - Date     Condition        Report By
 LV0360  HISTORY     - 1962     MONUMENTED       CGS
 LV0360  HISTORY     - 1967     GOOD             CGS
 LV0360  HISTORY     - 19880216 GOOD             NGS
 LV0360
 LV0360                          STATION DESCRIPTION
 LV0360
 LV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0360'11.6 MI SW FROM ARCATA.
 LV0360'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0360'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, IN THE
 LV0360'TOP OF THE CONCRETE SEAWALL, 69 FEET EAST-NORTHEAST OF THE
 LV0360'NORTHEAST CORNER OF THE STATION BUILDING, 121 FEET NORTHEAST OF
 LV0360'BENCH MARK TIDAL 9, 40 FEET SOUTH OF BENCH MARK TIDAL 11.
 LV0360
 LV0360                          STATION RECOVERY (1988)
 LV0360
 LV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0360'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM (11.85
 LV0360'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0360'HIGHWAY 101 IN ARCATA.