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DEPTH SAMPLE � P.I D. USCS DESCRIPTION WELL <br /> NO. m CODE CONST <br /> 50 - <br /> S-51 86 p 3 ML Silt trace fine—grained sand <br /> 52 <br /> I <br />� 54 — <br /> 56 5-56 56 60v SM Saanddy silt, light brown— light olive green slightly damp <br /> PP <br /> 58 <br /> 60 <br /> 5-61 43 43 <br /> ppmv <br /> ML Silt no plasticity <br /> 62 <br /> Sand fine— medium—grained sand reddish brown, <br /> 66 5-66 fi7 NA SW wet, very dense <br /> 68 5-68 87 Fine— coarse—grained <br /> - 70 - <br /> S-71 56 <br /> 72 <br /> 5-73 51 <br /> 74 ML Clayey silt light brown damp slight plasticity hard <br /> Ground—water encountered at approximately 65 feet <br /> 76 5-76 65 Boring terminated at 75 feet and converted to <br /> ground—water well <br /> LOG OF BORING: B2/MWI PLATE <br /> ARCO Service Station No. 2130 <br /> 7906 North EI Dorado Street C7 <br /> aoo3olc <br /> PROJECT NO. 30003 "LE NO Stockton, California <br />