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I <br /> DEPTHI SAMPLE 30 P.I.D. CODE I DESCRIPTION C T <br /> i <br /> 50 <br /> S—S1 14 32 ML Silt, mottled light olive gray/dark yellowish brown, <br /> ppmv slightly damp, stiff <br /> 52 SM Silty sand, very fine grained, damp, moderate <br /> yellowish brown, no plasticity <br /> i ML Silt, mottled light olive gray to dark reddish brown, <br /> 54 damp <br /> 56 S-56 59 <br /> Silt moderate yellowish brawn mottled with dark <br /> reddish brown wet, hard <br /> 58 <br /> Silt as above with calcite veins and concretions <br /> 60 Silty sand, medium—grained, moderate yellowish brown, <br /> wet <br /> ML Silt, some medium-- to coarse--grained sand and gravel, <br /> I 62 moderate yellowish brown <br /> SM Silty sand fine—grained, moderate yellowish brown, wet <br /> 64 ML Silt, moderate yellowish brown, wet <br /> Silt, mottled pale to moderate yellowish brown wet <br /> _ 66 - <br /> - 68 - <br /> T <br /> b58T D Total depth = 69 feet <br /> 70Groundwater encountered at 55-3/4 feet <br /> Boring terminated to construct monitoring well <br /> 72 <br /> 74 <br /> i <br /> 76 <br /> 78 <br /> SQ <br /> Aw/►t/An LOG OF BORING: B.10/MW.8 PLATE <br /> i— WE3!ME Unocal Service Station No. 6981 <br /> 4707 Pacific Avenue <br /> PROJECT NO. 38032aFI zcac Stockton, California <br />