DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.87.6
1        National Geodetic Survey,   Retrieval Date = MARCH 10, 2012
 LV0346 ***********************************************************************
 LV0346  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0346  DESIGNATION -  J 735 RESET
 LV0346  PID         -  LV0346
 LV0346  STATE/COUNTY-  CA/HUMBOLDT
 LV0346  USGS QUAD   -  EUREKA (1972)
 LV0346
 LV0346                         *CURRENT SURVEY CONTROL
 LV0346  ___________________________________________________________________
 LV0346* NAD 83(1986)-  40 51 54.     (N)    124 09 00.     (W)     SCALED    
 LV0346* NAVD 88     -         4.542  (meters)      14.90   (feet)  ADJUSTED  
 LV0346  ___________________________________________________________________
 LV0346  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LV0346  DYNAMIC HT  -           4.540 (meters)      14.90  (feet)  COMP
 LV0346  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 LV0346
 LV0346  VERT ORDER  -  FIRST     CLASS II
 LV0346
 LV0346.The horizontal coordinates were scaled from a topographic map and have
 LV0346.an estimated accuracy of +/- 6 seconds.
 LV0346.
 LV0346.The orthometric height was determined by differential leveling and
 LV0346.adjusted in June 1991.
 LV0346
 LV0346.This Tidal Bench Mark is designated as VM 8747
 LV0346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0346
 LV0346.The geoid height was determined by GEOID09.
 LV0346
 LV0346.The dynamic height is computed by dividing the NAVD 88
 LV0346.geopotential number by the normal gravity value computed on the
 LV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0346.degrees latitude (g = 980.6199 gals.).
 LV0346
 LV0346.The modeled gravity was interpolated from observed gravity values.
 LV0346
 LV0346;                    North         East    Units  Estimated Accuracy
 LV0346;SPC CA 1     -   672,300.    1,818,780.      MT  (+/- 180 meters Scaled)
 LV0346
 LV0346                          SUPERSEDED SURVEY CONTROL
 LV0346
 LV0346  NGVD 29 (12/02/92)    3.519  (m)           11.55   (f) ADJUSTED    1 2
 LV0346
 LV0346.Superseded values are not recommended for survey control.
 LV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0346.See file dsdata.txt to determine how the superseded data were derived.
 LV0346
 LV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL030244(NAD 83)
 LV0346
 LV0346_MARKER: DB = BENCH MARK DISK
 LV0346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0346_SP_SET: PIER
 LV0346_STAMPING: J 735 RESET 1970
 LV0346_MARK LOGO: NWPRR 
 LV0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0346
 LV0346  HISTORY     - Date     Condition        Report By
 LV0346  HISTORY     - 1970     MONUMENTED       LOCENG
 LV0346  HISTORY     - 19880216 GOOD             NGS
 LV0346
 LV0346                          STATION DESCRIPTION
 LV0346
 LV0346'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 LV0346'3.9 MI W FROM ARCATA.
 LV0346'3.9 MILES WEST ALONG THE ARCATA-SAMOA ROAD FROM THE CITY PARK
 LV0346'AT ARCATA, SET FLUSH IN THE TOP OF THE SOUTHWEST CONCRETE
 LV0346'PIER ON THE WEST END OF THE BRIDGE (MAD RIVER SLOUGH BRIDGE).
 LV0346
 LV0346                          STATION RECOVERY (1988)
 LV0346
 LV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0346'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.0 KM (3.75
 LV0346'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0346'HIGHWAY 101 IN ARCATA.