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1 <br /> SAMPLE P.J.D. USCS DESCRIPTION WELL <br /> DEPTH NO. CODE CONST. <br /> — 20 - <br /> 5-20 28 p0 v SW Sand, fine– to coarse–grained, moderate yellowish brown, <br /> dry, non–plostic, medium dense <br /> — 22 — - •• . <br /> I - 24— o •• .�• <br /> S-25 32 p 0 ML Clayey silt, light olive gray, dry, non–plastic, very stiff - <br /> 26 <br /> I 28 - - . <br /> SP Sand, fine–grained, pale yellowish brown, dry, loose <br /> _ 30— S-30 26 ppmv SW Sand, fine- to coarse– rained, moderate yellowish brown, dry, loose <br /> Sp Sand, fine–grained, pole yellowish brown, dry, medium dense <br /> 32 <br /> I ' <br /> 34 <br /> 5-35 26 0 - <br /> P <br /> 36 pmv • <br /> 1 <br /> 38 <br /> 40 S-40 26 0Sand, fine– to coarse–grained, moderate yellowish brown, dry, <br /> ppmv SW medium dense - <br /> Boring terminated at 41 feet <br /> 42 Boring backfilled with cement/bentonite slurry <br /> 44 <br /> 46 <br /> 4S <br />. W'MWAVAL/� LOG OF BORING: B-11 PLATE <br /> i—�"/ ARCO Service Station No. 2076 <br /> 800 East Kettleman Lane A-23 <br /> PROJECT NO. 30008--7 Flu= NO Lodi, California <br /> 0008E48 <br />