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DEPTH SAMPLE 3w P.I.D. uSCS DESCRIPTION WELL <br /> CST' <br /> NO. CODE <br />• 50 <br />" 187 Silt, moderate yellowish brown, slightly damp, <br /> 5-51 25 ppmv ML very stiff <br /> 52 'Grace fine—grained sand <br /> Silt, trace clay, moderate yellowish brown mottled with <br /> 54 pale yellowish brown, damp <br /> I <br /> 56 S-56 24 Silt, dark yellowish brown, wet, very stiff <br /> SB Silt, as above, trace clay, with calcite veins and <br /> concretions <br /> i <br /> 60 <br /> Silt, trace fine sand, pale to moderate yellowish <br /> brown, wet, with calcite <br /> 62 <br /> r <br /> 64 (gradational contact) <br /> Silty sand, fine-- to medium—grained, moderate yellowish <br /> 66 SM brown, wet <br /> ML Silt, trace fine sand, pole to moderate yellowish <br /> brown, wet, hard <br /> _ 68 - <br /> S-69 85 Mottled with moderate reddish brown <br /> 70 TD Total depth = 69-1/2 feet <br /> Groundwater encountered at 55-1/2 feet <br /> Boring terminated to construct monitoring well <br /> 72 <br /> 74 <br /> 76 <br /> 78 <br /> r ao <br /> LOQ OF BORINGm B-8/MW-7 PLATE <br /> Unocal Service Station No. 6981 <br /> 4707 Pacific Avenue 11 <br /> RLE NO Stockton, California <br /> PROJECT NO. 38032 8032G6C <br /> 6 <br />