Laserfiche WebLink
CONDOR EARTH GEOLOGICAL <br /> TECHNOLOGIES, INC. L O G <br /> �VPROJECT NO.: 3761B DATE: 10/30/03 TD: 25' <br /> MW—.1 O SURF. COND.: Asphalt_ ELEV: 36.09 ELEV. REF.: <br /> L' LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761B-Boyett Manteca _ DRILL EQUIP.: CME-75#12 TOTAL.CASING DEPTH: 25' <br /> FLUSH: Yes STICKUP: <br /> CLIENT: SC&D Boyctt HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S.Main St. Manteca HAMMER TYPE: SLOT SZ.: -016-- SAND SZ.: 2416 <br /> SCREEN INT.: 10-25' <br /> DRILLER: Steve;West Hazmat <br /> ., GW DEPTH: Dry SAND INT.: 7-25' <br /> C-57 NO.: 819548 HOLE DIA.: 10" BENT.INT.: 3-TGROUT INT.: 0-T <br /> w cn Of y <br /> as= ap Z� " _ (D Cn WELL <br /> t v z m O Z OJ V) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> C) w D IAG RAM <br /> SM As halt <br /> Light brown silty sand,fine to medium Hand augered from ?: <br /> :.. <br /> grained;dry surface to S feet bgs <br /> SP <br /> 5 Light brown sand,fine-grained;dry = __ <br /> SM <br /> Light brown silty ty san d grading into sandy silt; <br /> interspersed gravels throughout;dry <br /> ro to-- <br /> 15- <br /> 10-1.5 <br /> Dt5 10-16 SP Light brown <br /> sand;fine to medium grained; PID—0.9 ppm <br /> quartz,biotite, and feldspar grains;dry <br /> 20 PID— 1.0 ppm <br /> SC Light brown clayey sand,medium grained; <br /> CL moist <br /> Brown sandy clay;medium grained sand; <br /> 25 10-25 moist Dry <br /> Total Depth 25' <br /> 7 bags of 2416 sand <br /> 3 bags of bentonite <br /> S%bentonite <br /> 30 25 gallons of water' <br /> 4 bags(94 lbs)Portland <br /> Cement <br /> NOTES: <br /> PG. 1 OF 1 <br />