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SECOR <br /> Interna rlonrrllnco rated <br /> Logged By pates Drilled Drilling Contractor Project Name Method/Equipment Boring Number <br /> 611100 ARCO 595 Split Spoon MW-1 <br /> D Wincele 6/1/00 West Hazmat 6100 N Highway 99,Stockton CA CME <br /> See"Legend to Logs'for Bonng Surface Groundwater Elevation(ft) Total Drive Drop <br /> sampling method, Diam.(in) Elev(ft.) -2645 Depth(ft) wt(lbs) Dist(in) <br /> classifications and laboratory <br /> testm methods 10 3555 -2395 750 140 30 <br /> `b ., Z <br /> Well o Description a <br /> Construction <br /> 11 SAND(SP),light gray,fine to medium sand,medium 0 MW-1 MC <br /> 14 dense,moist,no odor @50 <br /> 21 <br /> #3 sand <br /> 55 11 <br /> 0 MW-1 MC <br /> 16 @55 <br /> 20 <br /> SANDY SILT(ML),light gray,fine sand,dense,wet,no <br /> . <br /> 60—x11 odor(0,20,50,30) <br /> 0 MW-1 MC <br /> 19 @60 <br /> 22 <br /> SAND(SP),light brown,fine sand,dense,moist <br /> 65—x12 (0,70,30,0) q lr_1 MC <br /> 16 @65 <br /> 20 <br /> 70—x12 0 MW-1 MC <br /> 18 970 <br /> 25 <br /> 12 0 MW-1 MC <br /> Threaded end 19 SILTY CLAY(CL),light brown,damp,very stiff, @75 <br /> cap 30 (0,10,40,50) <br /> The substrata descnptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br /> obtained during drilling Predominant material types shown on the log may contain different materials and the change from one <br /> predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the <br /> time of drilling and may not be representative of subsurface conditions at other locations or times <br /> Project No 077 41941 320 Date 9/27/00 Log of Boring <br /> ARC0595 GPJ Figure <br /> LOG OF BOREHOLE (sheet 3 of 3) <br />