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CONDOR EARTH L GEOLOGIC <br /> TECHNOLOGIES, INC. A L O G <br /> PROJECT NO.: 3761B DATE: 10/30/03 TD: 39' <br /> 1 MW-1 1 SURF. COND.: Asphalt _ ELEV: 36,11 ELEV. RIFF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 3761B -Bo ett Manteca DRILL EQUIP.: CME-75 #12 TOTAL CASING DEPTH: 39' <br /> FLUSH: Yes STfCKUP: <br /> CLIENT: SC&D Boyett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S. Main St. Manteca HAMMER TYPE: SLOT SZ.: (U SAND SZ.: 2416SCREEN INT.: 29-39' <br /> DRILLER: Steve; West Hazmat GW DEPTH. Approximately 26' SAND INT.: 26-39' <br /> SENT.GROUT <br /> INT.: 23-26' <br /> C-57 NO.: 819548 <br /> HOLE DIA.: 10" GROUT INT.: 0-23' <br /> LU U <br /> ' w❑ � m _ T WELL <br /> O O SOIL DESCRIPTION REMARKS CONSTRUCTION TIONO <br /> w " DIAGRAM <br /> a <br /> 0' As halt ML Hand augered from <br /> Light brown silt to sandy silt; fine to medium surface to 5 feet bgs <br /> grained; dry - ' <br /> L •T <br /> SM Brown, cemented, silty sand; dry `' k <br /> 6 <br /> MIL2.1= <br /> Brown, medium grained silt with gravels PTD ppm <br /> grading to clayey silt(7-10'); dry <br /> fp � <br /> 10 <br /> Brown silty clay grading to light brown sandy <br /> silt; medium grained; dry <br /> t 95 <br /> 11-15 SM. ppm 2.2= <br /> Light brown, silty sand grading to fine- PID =r- <br /> medium grained sand; dry(quartz,biotite, and <br /> feldspar grains) <br /> 20 <br /> L.'a <br /> 5C Light brown clayey sand; fine to medium <br /> grained; moist = _ <br /> 25 <br />' 11-25 CL ML Light brown silty Y;cla wet PID—6.9 ppm <br /> Groundwater Level <br /> 30 <br /> Light brown clayey silt with sandy intervals; <br /> wet <br /> NOTES: <br />' PG. 1 <br /> OF 2 <br /> l <br />