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I <br /> r" <br /> n:S:AAMPLE Oo P.I.D. USCS DESCRIPTION WELL <br /> m CODE CONST. <br /> I S-51 91 7 SM Sandy silt, fine— medium—grained, brown, <br /> ppmv slightly damp hard <br /> 52 <br /> 54 , <br /> i <br /> S-56 4.3 4 <br /> 56 ppmv Silty sand fine--grained <br /> �a <br /> I <br /> 60 <br /> S-51 62 pp�v ML Silt trace clay, light brown-- light olive green <br /> 62 <br /> i V <br /> 64 <br /> S-66 31 Silt trace fine—grained sand and cloy, moderate brown <br /> 66 wet, very stiff <br /> 68 <br /> 70 <br /> S-71 Silt some fine—grained sand <br /> 72 <br /> 74 <br /> 76 S-76 70 pp A my Clayey silt, brown medium plasticity <br /> 78 Ground—water encountered at approximately 64 feet <br /> Boring terminated at 75 feet and converted to <br /> ground—water well <br /> 80 <br /> I <br /> � AMEWAWAWL/AM LOG OF BORING: B8/MW3 PLATE <br /> S— W"7tE ARCO Service Station No. 2130 <br /> 7506 North EI Dorado Street C25 <br /> PROJECT NO. 30003-4 0003��C Stockton, California <br />