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U30 ses <br /> 20- <br /> DESCRIPTION CONST..DEPTH NO. PJ.D. CODE CONST. <br /> 20 <br /> S-21 16 C2 ML Silt, pale yellowish brown, slightly damp, stiff <br /> ppmv <br /> 22 - r <br /> GM Silty gravel, some coarse sand, moderate <br /> yellowish brown, slightly damp, dense <br /> 241 y sand, fine— o me ium—graine , race gravel, <br /> S-24 23 SM moderate to dark yellowish brown slightly dam dense <br /> I • <br /> 4 Silt, trace fine—grained sand, moderate yellowish brown <br /> 26 S--26 36 ppmv ML mottled with pale yellowish brown, slightly damp, hard •-• ' <br /> 28 <br /> r ; <br /> 30 <br /> 5-31 12 PP3 Silt, light olive gray, damp, stiff ' <br /> 32- <br /> _ 34- <br /> Silt, <br /> 2 34Silt, mottled light olive gray/pale yellowish brown, <br /> S-36 20 106 slightly damp, no plasticity, very stiff, calcite veins <br /> 36 ppmv and concretions <br /> • •: <br />� 38 <br /> 4Q ` <br /> S-41 13 135 Silt mottled dark yellowish to dark reddish brawn, <br /> ppmv slightly damp, no plasticity, stiff, with calcite <br /> 42 - <br /> 44 <br /> S-46 19 pmv Silt with calcite <br /> moderate <br /> llowisbrown, slightly damp, very <br /> 46- p <br /> 48 <br /> 50 <br /> 5-51 25 187 Silt, moderate yellowish brown, slightly damp, very <br /> ppmv stiff <br /> (section continues downward) <br /> AW1AkMAM LOCA OF BORING B-8/MW-7 PLATE <br /> - i��/��E Unocal Service Station No. 6981 <br /> 4707 Paclfic Avenue 10 <br /> PROJECT NO, 38032 80 2668 Stockton, California <br /> 0 <br />