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CONDOR EARTH <br /> TECHNOLOGIES, INC. GEOLOGICAL L O G <br /> MW—.1 <br /> `A J PROJECT NO.: 37618 DATE: 10/30/03 TD: 25' <br /> M y y—.1 Q SURF. COND.: Asphalt ELEV: 36.09 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761E -Bo ett Manteca DRILL EQUIP.: CME-75#12 TOTAL CASING DEPTH: 25' <br /> CLIENT: SC &D Bo <br /> FLUSH: Yes STICKUP: <br /> ett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S. Main St. MantecaSLOT SZ.: ,010 SAND SZ.: 2-116 <br /> HAMMER TYPE: SCREEN INT.: 10-25' <br /> DRILLER: Steve; West Hazmat GW DEPTH: Dry SAND INT.: 7-25' <br /> C-57 NO,: 819548 BENT.INT.: 3-T <br />' HOLE DIA.: 10" GROUT INT.: 0-T <br /> Ljj U) tY _U <br /> a. p pz 0 " zU U WELL <br /> m 0 O z SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> U W (D D IAG RAM <br /> o: <br /> 0 As halt <br /> SM Hand augered from <br /> Light brown silty sand, fine to medium s <br /> grained; dry surface to 5 feet bgs ,.,;,. ► <br /> R;■ <br /> SP <br /> S Light brown sand;fine-grained;dry <br /> SM — <br /> Light brown silty sand grading into sandy silt; <br /> interspersed gravels throughout; dry <br /> t0 <br /> 10-15 sP .Light brown sand; fine to medium grained; PID=0.9pp m <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 /> 5%bentonite <br /> 30 25 gallons of water <br /> 4 bags (94 lbs)Portland <br /> Cement <br /> NOTES. <br /> PG. 1 OF <br />