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CONDOR EARTH <br /> TECHNOLOGIES, INC. GEOLOGICAL L O G <br /> ' PROJECT NO.: 3761B DATE: 10/30/03 TD: 39' <br /> • EW-1 EW-1SURF. COND.: Asphalt ELEV: 36.23 ELEV. REF.: <br /> LOGGED BY: Micheline WELL CONSTRUCTION SPECS <br /> PROJECT: 376113 -Bo ett Manteca CME-75 #12 TOTAL CASING DEPTH: 39' <br /> L DRILL EQUIP.: 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 SZ.: •010 SAND SZ.: 2416SCREEN INT.: 29-39' <br /> DRILLER: Steve;West Hazmat GW DEPTH: Approximately 26.5' SAND INT.: 26-39' <br /> C-57 NO.: 819548 HOLE DIA.: 10" BENT. INT.: 22.5-26' <br /> GROUT INT.: 0.22.5' <br /> W � a U <br /> O O WELL <br /> n p ? O V) SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> Z <br /> cn C0 w v = DIAGRAM <br /> ML As halt <br /> Hand augered from ..� <br /> Brown silt;organics present(tree roots,etc.); �•:. <br /> surface to 5 feet bgs <br /> dry �.. <br /> _ c - <br /> 5SIDBrown,cemented sand; dry <br /> CL-ML <br /> Brown clayey silt;clay lenses present; dryo ; <br /> ;: •. <br /> ro <br /> 10 PID=0.8 ppmpo <br /> r_ <br /> oo <br /> oo <br /> rs iv. 1►. <br /> SP Light brown sand;fine to medium grained; <br /> biotite,quartz,and feldspar present; dry +r•. .� <br /> Moist at approximately 16 feet bgs <br /> CL Brown silty to sandy clay;fine to medium <br /> grained;moist Z <br /> 20 W-2 gr PID= 1.4 m F; <br /> Brown clay;minimal silt and sand grains; pp ,�•:} �;.� <br /> moist �'�•»� :� <br /> ' SP Light brown sand;fine to medium grained; <br /> 25-- moist <br /> ' Wet at 26.5' Groundwater Level <br /> ' 30 SM <br /> Light brown silty sand with clay lenses; fine t <br /> medium grained; wet <br /> NOTES: <br /> PG. 1 OF 2 <br />