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i - <br /> ENS*, <br /> Page 2 of 3 <br /> i BOREHOLE NUMBER SOIL BORING LOG �� <br /> MW-32 ENSR Corporation, Inc <br /> PROJECT NAME LOCATION 10411 old Placerville Road <br /> i Unocal No 5098 5606 Pacific Avenue Suite 210 <br /> PROJECT NUMBER <br /> 06940-294-120 Stockton California Rancho Cordova, Ca 95827 <br /> 916-362-7100 <br /> www ensr corn <br /> OM <br /> i Depth Graphic Blow Depth Sample Vale s <br /> (feet) (continued) Log Visual Description Counts (feet) ID (ppm) <br /> i Very fine grained Sand brown/black/gray 22 MW 32.35 0 <br /> micaceous moist trace of coarse grained sand 24 <br /> 40%fines 60%very fine grained sand no odor or 25 <br /> staining <br /> 40 4D <br /> Silty Sand brown 60%fine grained 10%medium 19 0 <br /> grained sand 30%fines micaceous wet medium 21 <br /> density,no odor or staining 26 <br /> T <br /> —GROUND <br /> WATER LEVEL <br /> 11117!04 <br /> 45 _ 45 <br /> Silty Sand brown 60%fine grained 10%medium 14 0 <br /> grained sand 30%fines micaceous wet medium 16 <br /> density,no odor or staining 6' clay layer in 1 B" 17 <br /> sample,clay is brown with trace of medium <br /> grained sand tow plasticity,medium density wet <br /> no odor or staining <br /> 50 <br /> 50 Clayey Silt gray-green,moist medium dense 16 0 <br /> 100%fines trace of cg sand no odor or staining 19 <br /> 22 <br /> 55 55 <br /> 0 <br /> 19 <br /> 25 <br /> a <br /> c1 <br /> U <br /> z <br /> W <br /> 6a Well graded Sand with Silt graylbrown wet 12 60 0 <br /> micaceous medium density 60%medium grain 12 <br /> 30%n fine grained 10%fines no odor or staining 15 <br /> U <br /> 0 <br /> s 65 <br /> V= <br /> 0 10 0 <br /> am 12 <br /> 8 16 <br /> Z <br /> m <br /> J <br /> 0 70 70 <br /> _ 12 140 <br /> Z � 12 <br /> � 1fi <br /> it <br /> it <br /> d <br /> U <br /> J <br /> J <br /> wi 75 75 <br />