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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy <br /> Location: Tracy,CA BV-11 <br /> u V Logged By: P.McLaughlin <br /> Start Date: 6/3/13 Start Time: 0745 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 6/3/13 Finish Time: 0927 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 /> 07451 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2 <br /> 3 Becomes light brown <br /> 30 0.0 0750 <br /> 4 <br /> 5 <br /> 6 <br /> ML <br /> 7-- <br /> 24 7.5 0.0 0755 <br /> 8 <br /> s <br /> With trace fine sand and fine to medium gravel to 1/4"diameter at 8 to 10' <br /> 10 <br /> 11 <br /> 39 0.0 0805 <br /> 12 <br /> SAND,light grayish brown,dry,medium dense,find to medium sand,with some fine <br /> 13 <br /> SP gravel,up to 3/4"diameter,rounded,no odor <br /> 14 <br /> 15 CLAYEY SILT,moderate brown,dry,medium stiff,no odor <br /> 36 0.0 0815 <br /> 1s <br /> ML <br /> 17-- <br /> 18-- <br /> 19-- <br /> 7181s SILTY SAND,light brown,dry,medium dense,fine sand,trace fine gravel,up to 1/4" <br /> SM diameter,rounded,no odor <br /> 39 0.0 0825 <br /> Page 1 of 2 <br />