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1 <br /> SA>rIPLE 32 P.I.D. USCS DESCRIPTION WELL <br /> DEPTH! NO. CODE CONST. <br /> 1 20 S-20 16 4 Sw Sand, fine-- to medium—grained, moderate yellowish brown, dry, •• <br /> ppmv medium dense <br /> — 22 - <br /> 24— <br /> S-25 <br /> 224S-25 19 4 ' <br /> 26 ppmv ML Silt trace clay, light olive gray, dry, non—plastic, very stiff ' <br /> l <br /> — 28— <br /> _ 30— S-30 11 ppmv SM Sand, fine—grained, dark yellowish brown, dry, <br /> medium stiff <br /> 32 <br /> 34 <br /> 5-35 1$ 0 Syy Sand, medium—grained, moderate yellowish brown, dry, <br /> 36 ' <br /> ppmv medium dense <br /> .. <br /> 38 <br /> ML Sandy silt, fine—grained, dark yellowish brown, dry, non—plastic, <br /> medium stiff <br /> — 40 — S-40 24 ppmv <br /> Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> 42 SW medium dense <br /> Trace cobble gravel <br /> 44 ML Silt, trace fine—grained sand, pale yellowish brown, dry <br /> non—plastic, soft <br /> S-45 18 0 <br /> 48 ppmv <br /> SW Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> dense <br /> 48 <br /> ML <br /> LOO OF BORING: B-16/MW-1 PLATE <br /> AM V-- F"VA V 0 ARCO Servloe Station No. 2076 <br /> 800 East Kettleman Lane A-33 <br /> PROJECT NO. :300080RIE NO Lodi, California <br />