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• <br /> DEPTH SASE c PID, USCS DESCRIPTION WELL <br /> NO. NJ CODE CONST. <br /> •i 20 <br /> Clay with trace silt, olive green, damp, medium <br /> 5-21 S ppmv C� plasticity, medium stiff <br /> 22 <br /> 24 <br /> • <br /> G Clayey silt olive green, dry, low plasticity, <br /> 26 S-26 22 ppmv ML very stiff <br /> 28 <br /> 3p Silty sand, fine—grained sand, brown, dry, <br /> S-31 33 0 SM medium dense <br /> ppmv Sand, fine—grained, brown, dry, medium <br /> 32 5P dense <br /> • <br /> - 34 - <br /> 0 <br /> 40 Sandy silt with trace clay brown with olive green <br /> 36- S-36 17 ppmv ML staining, dry, low plasticity, stiff <br /> 38 <br /> 4-0 - <br /> 0 Gravelly sand with trace silt, fine— to coarse— <br /> S-41 32 ppmv GW grained sand and gravel, dry, dense <br /> 42- <br /> S-43 N/A 0 <br /> ppmv ML Clayey silt, brown with olive green staining, dry, <br /> low plasticity (continuous sample) <br /> 44 <br /> • 46 <br /> S-48 N/A ppmv (caliche present) <br /> • 50 <br /> S-51 N/A 4 Silt with some clay, trace fine—grained sand, <br /> ppmv brown with alive green staining, damp—moist <br /> (section continues downward) <br /> �-tAk/" LOG OF BORINGS B-7/MW-6 PLATE <br /> • S— VA- Former Unocal Station No. 2859 <br /> 1665 Pacific Avenue v <br /> PROJECT NO. 38012 1OFILE "0 Stockton, California <br /> 8012,15B <br />