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USCS <br /> SAMPLE 1o P.I.D.. DESCRIPTION WELL <br /> DEM � NO. DEO <br /> 20 - <br /> 5-20 22 ppmv ML Silt trace clay, dark yellowish brown, dry, non—plastic, very stiff ••• <br /> 22 <br /> 24 sw Sand fine— to coarse—grained moderate brown dry, non—plastic <br /> 0 loose <br /> 5-25 16 ML Srit, moderate brown, dry, non—plastrc, stiff <br /> 26 ppmv Sand fine—grained, pale yellowish brown, dry non—plastic. medium <br /> CL dense <br /> 28 <br /> 5'1 y sand, fine—grained, dark yellowish brown, dry, <br /> 30 5-30 19 0 SM medium dense <br /> ppmv <br /> SP Sand fine—grained pole yellowish brown dry medium <br /> 32 dense <br /> — 34 — <br /> S-35 19 36 19 SW Sand fine— to coarse—grained, moderate yellowish brown, dry, <br /> ppmv medium dense <br /> 38 <br /> ML Silt some sand, fine— to coarse—grained, pale yellowish brown, dry, <br /> 40 S-40 66 0 non--plastrc hard <br /> ppmv <br /> SW Sand some gravel, fine— to coarse—grained, pale yellowish brown dr <br /> 42 hard ' <br /> 44 <br /> ML Silt pale yellowish brown, dry, non—plastic, stiff <br /> S-45 28 0 <br /> 46 PPmv SW Sand, fine— to coarse—grained moderate yeNowrsh brown, dry, <br /> medium dense <br /> 4$ <br /> L I <br /> = �"��AM LOG OF BORING: B-18/MW-3 PLATE <br /> 1iAMAWII=! ARCO Service Station No. 2076 <br /> 800 East Kettleman Lane A-39 <br /> 00081=3�B <br /> PROJECT NO. 30008 ME "Q Lodi, California <br />