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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-2 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/30/13 Start Time: 0820 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/30/13 Finish Time: 1315 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: Grouted with bentonite cement. <br /> E Encountered Groundwater Depth Depth To a (ft) 43.0 Depth To 1 (ft) 43.5 <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: 0925 Time: 1320 <br /> Sample Analyzed Date: 5/30/13 Date: 6/3/13 <br /> c <br /> J> J> J w J = DESCRIPTION <br /> QF ¢W Q aCL W Q �0 W <br /> V)? vl It rn FL's F � <n 0-1 OZ) <br /> 08201 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1.0 1 With CaCO3 nodules <br /> 2 <br /> Becomes light brown <br /> 3 <br /> 32 0825 4-V Trace fine sand <br /> 5 ML <br /> s <br /> 7 <br /> 39 7.5 0830 <br /> 8 <br /> s <br /> 10 <br /> SAND,light brown-light grayish brown,dry,medium,dense,fine-medium sand,no odor <br /> SP <br /> 11 <br /> 39 0835 12-ZCL SILTY CLAY,moderate brown,dry,very stiff,no odor <br /> 13 CLAYEY SILT,moderate brown,dry,stiff,with white CaCO3 nodules <br /> ML <br /> 14 <br /> 15 SANDY SILT,light brown,dry,medium stiff,fine sand,no odor <br /> 40 0840 <br /> 1s ML <br /> 17 <br /> SP SAND,light grayish brown,dry,medium dense,fine to coarse with some rounded <br /> 18 <br /> ravel,up to 1/2"diameter,no odor <br /> 1s CL <br /> SILTY CLAY,moderate brown,dry,very stiff,no odor <br /> 43 0845 <br /> Page 1 of 2 <br />