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i <br /> DEPTH NO. <br /> P.I D. USCS DESCRIPTION CONST. NO. ca CODE CONST <br /> 50 - <br /> S-51 62 76 ML Silt trace clay moderate brown slightly damn, <br /> ppmv slight plasticity hard <br /> 52 <br /> 54 <br /> 56 S-56 51 pP8v SM S It some fine--grained sand light brown <br /> 58 - <br /> 60 - <br /> S-61 <br /> 860S-61 34 PP 0 ML Silt light brown—light olive green <br /> 62 C � <br /> 64 <br /> 5--65 23 Silt trace fine—grained sand, moderate brown <br /> 66 wet very stiff <br /> 58 <br /> 70 <br /> S-71 23 Silt some fine—grained sand <br /> 72 <br /> 74 <br /> Sw Sand fine— coarse—groined brown dense <br /> 76 S-75 42 <br /> SM Sandy silt fine—sand hard <br /> 78 <br /> Ground—water encounterea of approx mately a» eet <br /> Boring terminated at 75 feet and converted to <br /> ground--water/vapor extraction well <br /> i 80 <br /> AAWAWAkm" LOG OF BORING: B6/MW2 PI-ATE <br /> NZAAWAIWAUVAII'mW ARCO Service Station No. 2130 <br /> 7906 North EI Dorado Street C19 <br /> FILE NO Stockton, California <br /> PROJECT NO. 30003-4 0003D5c <br />