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I <br /> y <br /> ELL <br /> DEM SAMPLE NO. P'h'D' USCS ODE DESCRIPTION CONST <br /> I <br /> 20S-20 34 ppmv ML Clayey silt, light alive gray, dry, low plasticity, very stiff <br /> 22 <br /> I <br /> 24— <br /> S-25 <br /> 4 S-25 12 0 ' <br /> 26 ppmv . <br /> I 28 <br /> _ 30— S--30 30 ppmv SID Sand fine—grained, moderate yellowish brown, dry, <br /> medium stiff <br /> 32 <br /> 34 <br /> S-35 1g 0 Syy Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> 36 <br /> ppmv medium dense <br /> • » <br /> 38 <br /> ML Sandy silt, trace fine gravel, fine—grained, dark yellowish brown, dry, <br /> 40 S-40 33 0 non—plastic <br /> ppmv <br /> Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> SW <br /> 42 medium dense <br /> 44 ML Silt, pt pale yellowish brown, dry, non—plastic, stiff <br /> S-45 1$ 0 <br /> 46 ppmv SN Sand, fine— to coarse—grained, moderate yellowish brown, dry, <br /> dense <br /> 48 <br />. -rAk/� LOQ OF BORING, 13-17/MW-2 PLATE <br /> i-21M/WArmt ARCO Service Station No. 2076 <br /> 800 East Kettleman Lane A-36 <br /> PROJECT NO. 30008 FILE0008E10B <br />