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WAMM <br /> SAMPLE o PJ•D. USCS DESCRIPTION WELL <br /> DEPTH NO. Ed CODE CONST. <br /> 20 S-20 29 PP0 ML Clayey silt, moderate yellowish brown dry low plasticity, very stiff • . <br /> 22 <br /> 24 <br /> SP Sand, !fine—grained, moderate brown, dry, loose •' <br /> S-25 30 Ppmv ML Clayey silt light olive gray, dry, law plasticity, stiff <br /> 26 Sand, fine— to coarse—grained, dark yellowish orange, dry, <br /> SW medium dense <br /> 28 <br /> ML Silt some sand, fine—grained light olive gray, moist, non—plastic, <br /> stiff <br /> Sw Sand, fine— to coarse—graineda yellowish orange, dry, medium <br /> 30 — S-30 28 PPmv dense , <br /> ML Sandy spit fine—grained, moderate brown, dry, <br /> medium stiff <br /> 32 ' <br /> SP Sand, fine—grained, pale yellowish brown, dry, medium dense <br /> 34 <br /> 0 Sand fine— to coarse grained moderate yellowish brown dry, ' <br /> 5-35 20SW <br /> 36 PPmv medium dense <br /> Boring rerminated at 36 feet <br /> Boring backfilled with cement/bentonite slurry <br /> 38 <br /> 40 - <br /> - 42 - <br /> - <br /> 44 - <br /> - 46 - <br /> - <br /> I <br /> 4$ <br /> i <br /> 40 <br /> �AWAL/i LOG OF BORING: B-9 PLATE <br /> i <br /> war <br /> _--AV-1111V/■s ARCO Service Station No. 2076 <br /> 800 East Kettleman Lane A-19 <br /> PROJECT NO. 30008 0008E213Lodi, California <br />