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CONDOR EARTH GEOLO •G ) CAL LOG <br /> TECHNOLOGIES, INC. <br /> ` PROJECT NO.: 3761B DATE: 10/30/03 TD: 39' <br /> I <br /> MW-1 I SURF. COND.: Asphalt ELEV: 36.11 ELEV. REF.: <br /> - LOGGED BY: Micheline WELL CONSTRUCTION SPEC; <br /> IPROJECT: 3761B-Boyett Manteca DRILL EQUIP.: CME-75 #12 TOTAL CASING DEPTH: 39' <br /> FLUSH: Yes STICKUP: <br /> CLIENT: SC&D Boyett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> LOCATION: 419 S.Main St.,Manteca HAMMER TYPE: SLOT SAND SZ.: 2416 <br /> `- SCREENN INT.: <br /> 29-39' <br /> DRILLER: Steve; West Hazmat GW DEPTH: Approximately 26' SAND ENT.: 26-39' <br /> BENT.INT.: 23-26' <br /> C-57 NO.: 819548 HOLE DIA.: 10" GROUT INT.: 0-23' <br /> >. <br /> U <br /> � ^ a z a z0 (n WELL <br /> LU z 5 O? O SOIL DESCRIPTION REMARKS CONSTRUCTIOI <br /> 4 m V w � J D DIAGRAM <br /> o: <br /> ' — ML As halt Hand augered from <br /> 1 Light brown silt to sandy silt;fine to medium �•:. �;. <br /> surface to 5 feet bgs <br /> grained;dry <br /> SM k <br /> Brown,cemented,.silty sand;dry <br /> 5 ML Brown,medium grained silt with gravels PID=2.1 ppm "; <br /> grading to clayey silt(7-10');dry `; •'�= <br /> :i: <br /> M..: <br /> I10 ,.:•. ly . <br /> SC SM Brown silty clay grading to light brown sandy <br /> silt;medium grained;dry <br /> 15 11-t5 Stv1. PTD=2.2 m <br /> Light brown,silty sand grading to fine- PP <br /> medium grained sand;dry(quartz,biotite,and. <br /> feldspar grains) <br /> sc Light brown clayey sand; fine to medium <br /> ZZ grained;moist <br /> 25 <br /> 11-26 CL-ML Light brown silty clay; wet PID z 6.9 ppm <br /> Groundwater Level <br /> 30Light brown clayey silt with sandy intervals; , <br /> r�I wet <br /> NOTES: <br /> i ~ PG. 1 OF 2 <br />