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I <br /> SASE PJ•D. USCS DESCRIPTION WELL <br /> DEPTH NO. CODE CONST. <br /> I <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 /> loose <br /> S-25 16 ppmv ML Silt, moderate brown, dry, non—plastic, stiff <br /> 26 Sand, fine—grained, pale yellowish brown, dry non—plastic, medium <br /> CL dense <br /> I 28 •• <br /> Silty sand, fine—grained, dark yellowish brown, dry, <br /> 30 S-30 19 0 SM medium dense <br /> ppmv <br /> SP Sand fine—grained, pole yellowish brown, dry, medium <br /> 32 dense <br /> I <br /> 34 <br /> S-35 19 19 SW Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> ppmv medium dense <br /> 36 <br /> 38 <br /> ML Silt some sand, fine— to coarse—grained, pale yellowish brown, dry, <br /> 40 S-40 66 0 non—plastic 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 yellowish brown, dry, <br /> medium dense <br /> 4$ <br />• �-lAk1s LOG OF BORINGi B-18/MW-3 PLATE <br /> �"VBG ARCO Service Station No. 2076 <br /> 800 East Kettleman Lane A-39 <br /> PROJECT NO. 30008 0008Eile Lodi, California <br />