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-35 35---- 57-9 739(10/ CL Light brown stiff silly CLAY, moist 02 <br /> 19/93) <br /> -40 40 - 10 12 20 749 CL/ML Grayish brown medium stiff silty CLAY with little fine sand, moist 00 <br /> 45 45--- 10 17 20 800 ML Light brown clayey SILT, moist 18 <br /> i <br /> 50 50 = 10 12 12 810 SP Grayish brown, medium dense fine SAND, non graded, moist 04 <br /> 55 55 -- 11 1822 832 SP Reddish brown, medium dense fine SAND, non graded, moist 38 <br /> 60 60 -- 11 1824 840 SP Light brown medium dense fine SAND, non graded, moist 34 <br /> 65 65 -- 11-11 15 855 SP 20 <br /> Brown fine SAND non graded with some gravel and sill moist <br /> Brown fine SAND, non graded, with trace silt and gravel, wet <br /> G4 Groundwater encountered at 69 ft Water samples collected for 8015- <br /> -70 70 --- 7 1720 G and 8020 00 <br /> Total depth of borehole = 70 ft Backfilled with bentonite grount See <br /> _ -_-= Table 3 for details <br /> -75 S NV:C/ <br /> No. 4818 <br /> 80 <br /> 61 A <br /> OF CAL\:a <br /> -85 ----. <br /> 11 89/71 81 11_ <br />