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CONDOR EARTH GEOLOGICAL L O G <br /> TECHNOLOGIES, INC. <br /> PROJECT NO 2993A DATE 5115/02 TD 114 0 ft <br /> 49 PA-1 SURF COND Asphalt ELEV N/A ELEV REF NIA <br /> 44 LOGGED BY K Freitas WELL CONSTRUCTION SPECS <br /> PROJECT Six-Block Phase I1 DRILL EQUIP Geoprobe 6600 TOTAL CASING DEPTH <br /> FLUSH STICKUP <br /> CLIENT City of Stockton HAMMER WT/FALL NIA CASING DIA TYPE <br /> LOCATION N/A HAMMER TYPE Hydraulic SLOT SZ SAND SZ <br /> - SCREENINT <br /> DRILLER Vironex GW DEPTH 311T@ 16 15 SAND INT <br /> BENT INT <br /> C-57 NO N/A HOLE DIA 2 0" GROUT INT <br /> z Cn <br /> � w W WELL <br /> pW LL O O � p z < p SOIL DESCRIPTION REMARKS CONSTRUCTION <br /> m OiU –' ZD DIAGRAM <br /> ry <br /> a v o a Asphalt from 0 0'-0 5' Hand auger to 5" <br /> ova Conerete from 0 5'-1 2' No odor <br /> CLAY WITH SAND, medium brown, moist <br /> 5 CL-ML SILTY CLAY,medium brown,moist <br /> PA!-6 57" 6' PID-2 0 ppm <br /> Same as above, dry <br /> 000 000 <br /> 10 PAI-10 56" 0,0,00 Same as above, moist No odor <br /> 10'PID= 10 5 ppm <br /> 100 0 <br /> 15 PAI-15 Zo <br /> Push closed sampler 35 0' No odor <br /> X1015'=PID=46ppm <br /> 000, 0 <br /> 20 <br /> 01 <br /> 25 <br /> I — El 0 010� '0 <br /> 15LU I WOO 14 <br /> 30 <br /> NOTES PID=Photoionization detector ppm =parts per million NIA Not applicable <br /> PG 1 OF 3 <br />