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CONDOR EARTH <br /> _ TECHNOLOGIES, INC. G E O L O G I C A L L O G <br /> PROJECT NO.: 3761B DATE: 10/30/03 TD: 39' <br /> MW-1 1 SURF, COND.: Asphalt_ ELEV: 36.11 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 37618 -Boyett Manteca DRILL EQUIP.: CME-75 #12 TOTAL.CASING DEPTH: 39' <br /> FLUSH: Yes STICKUP: <br /> CLIENT: SC&D Bo ett HAMMER WT./FALL: CASING DIA.: 4" TYPE: PVC <br /> 19 S.Main St., SLOT SZ.: •010 SAND SZ.: 2416 <br /> — LOCATION: _ Manteca HAMMER TYPE: SCREEN INT.: 29-39' <br /> DRILLER: Steve; West Hazmat GW DEPTH: Approximately 26' SAND INT.: 26-39' <br /> C-57 NO.: 819548HOLE DIA.: 10" BENT.INT.: 23-26' <br /> GROUT INT.: 0-23' <br /> _ w P <br /> a- ap 0Z � " � t7 V WELL <br /> W z j :) p z O SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> Q v rn m U w = DIAGRAM <br /> ML As halt Hand augered from <br /> Light brown silt to sandy silt;fine to medium surface to 5 feet bgs <br /> grained; dry <br /> SM Brown,cemented,.silty sand;dry j'! <br /> 5 ML <br /> Brown,medium grained silt with gravels PID —2.1 Ppm ;"V. <br /> grading to clayey silt(7-10'); dry =+• F_ <br /> 10 SC-SM r :' <br /> Brown silty clay grading to light brown sandy <br /> silt;medium grained;dry <br /> t '�iti. •' •1. <br /> WX <br /> 15 11-15 <br /> Light brown,silty sand grading to fine- PID =2.2 ppm ' <br /> medium grained sand; dry(quartz,biotite, and. +• ' ;xr <br /> feldspar grains) •:�. :.� <br /> _ 20 y- r.• <br /> }R <br /> SC Light brown clayey sand; fine to medium _ <br /> grained;moist = — <br /> 25 <br /> _ 11-26 CL-ML Light brown silty clay; wet PID=6.9 ppm <br /> Groundwater Level. <br /> 30 <br /> VAI Light brown clayey silt with sandy intervals; <br /> wet <br /> NOTES: <br /> PG. 1 OF <br /> 2 <br />