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I <br /> SAMPLE '32 US=I WELL <br /> DEPTH NO. 40 P.I D. CODE DESCRIPTION � T. <br /> i <br /> I <br /> �o <br /> S-51 25 187 ML Silt, moderate yellowish brown, slightly camp, <br /> ppmv very stiff <br /> - 52 - <br /> Trace fine--grained sand <br />' <br /> Silt trace clay, moderate yellowish brown mottled with <br /> 54 pale yellowish brown, damp <br /> 58 S-56 24 • Silt, dark yellowish brown wet, very stiff <br /> l 58 Silt, as above, trace clay, with calcite veins and <br /> concretions <br /> 6a <br /> Silt trace fine sand, pale to moderate yellowish <br /> brown wet, with calcite <br /> i <br /> - 62 - <br /> 64 - (gradational contact) <br /> SM Silty sand, fine— to medium—grained, moderate yellowish <br /> 66 brown, wet <br /> ML Silt, trace fine sand, pale to moderate yellowish <br /> brown wet, hard <br /> - 68 - <br /> S-69 <br /> 8S-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 /> - <br /> 76 <br /> 78 <br /> 813 <br /> art/` LOG OF BORINGm B-8/MW-7 PLATE <br /> Mill Unocal Service Station No. 6981 <br /> 4707 Pacific Avenue <br /> FPROJECT NO. 38032 RLE N° Stockton, California <br /> $032GBC <br />