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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy <br /> Location: Tracy,CA BV-1 2 <br /> u V Logged By: P.McLaughlin <br /> Start Date: 6/3/13 Start Time: 0950 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 6/3/13 Finish Time: 1105 Boring Diameter(in) 2 <br /> SOIL Driller: ECA Drill Method: DPT <br /> r$2 8 BORING Hammer Weight: n/a Drop: n/a <br /> Borehole Completion Data: <br /> Grouted with bentonite cement. <br /> E Encountered Groundwater Depth Depth To �_ (ft) Depth To 1 (ft) - <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: Time: - <br /> Sample Analyzed Date: Date: - <br /> c <br /> J> J> J w Ja Of = DESCRIPTION <br /> QF ¢W Q aCL W Q �0' W <br /> V)? vl It rn FL's F � <n 0-1 OZ) <br /> 09451 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2 <br /> ML <br /> 3 Becomes light brown <br /> 36 0.0 0947 <br /> 4 <br /> SANDY SILT,light brown,dry,medium stiff,fine sand,no odor <br /> 5 <br /> ML <br /> s <br /> 0 <br /> 7 CLAYEY SILT,Brown,dry,stiff,with CaCO3 nodules,no odor <br /> 31 7.5 0.0 0950 ML <br /> 8 <br /> 9 SILTY SAND,light brown,dry,medium dense,fine sand,medium to coarse sand <br /> interbeds(2")with fine gravel,up to 1/4"diameter,rounded,at 9.75' <br /> 1 <br /> SM <br /> 0 <br /> 11 <br /> CLAYEY SILT,brown,dry,stiff,no odor <br /> 41 0.0 1000 <br /> 12 <br /> 13 ML <br /> 14 <br /> Lith white CaCO3 nodules 13 to 14.5' <br /> 15 SP SAND,light grayish brown,dry,medium dense,fine to coarse sand,with some fine <br /> 40 0.0 1010 <br /> ravel up to 1/4"diameter <br /> 1s <br /> CLAYEY SILT,brown,dry,medium stiff,no odor <br /> 17-- <br /> M L <br /> 7ML <br /> 18 <br /> 0.0 1020 <br /> 19 <br /> L 1-1 1 1 1 11 1 <br /> Page 1 of 2 <br />