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: . a.n• 10009/024 yy{{ <br /> R' <br /> CLIENT STATION LOCATION <br /> S:4 ENGINEERING. 45 E_ Harding Way <br /> Chevron USA Inc. SS 9-1918 <br /> SCIENCE.AND Stockton, California <br /> TECHNOLOGY.INC. LOG OF SOIL BORING MW7 <br /> 18 I 1as 0 ry <br /> "I CVI `i_ fine sand, dark brown, moist, no odor <br /> ;:, ..; .; Silty <br /> 9 21 - <br /> 22 <br /> �ICIILX Silty clay, brown, moist, no odor, minor sand <br /> 23 M (5-10%) <br /> -, <br /> 24- <br /> 25- <br /> 425 n Silt, olive brown, moist, no odor <br /> 6 ML <br /> 18 14 14 0 <br /> 2 R 26 <br /> 1 <br /> SM .�! Silty tine sand, brown with Fe oxides, moist, no <br /> 27 r...:`� odor <br /> s'> <br /> 28— CL <br /> Sandy clay, browrvgreenish, wet <br /> ;M;: <br /> r <br /> .' 29 i v { Silty sand,brown, wet, no odor <br /> ..;.; 30 F SM. i <br /> `s K <br /> 16 15 6 0 <br /> 11 31 <br /> 10 <br /> Sandy silt, brown with Fe oxides, moist, no odor <br /> — <br /> 33-- <br /> 34— <br /> Silty <br /> 334Silty olive gray fine sand, wet, no odor, lenses <br /> 11 <br /> 35 of olive clayey silt, no odor, water? <br /> to 12 15 0 : :It <br /> 36 SM/SC <br /> 15 <br /> 37 <br /> 38 <br /> 39 <br /> 40 <br /> 18 13 12 Q <br /> 41 <br /> 10 MH/CL Clayey silt/silty clay, olive brown, white <br /> ;;. 42 <br /> precipitate in fractures <br /> s 43 <br /> 1z <br /> 44 <br /> Page 2 of 2 <br />