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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-14 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/31/13 Start Time: 1520 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/31/13 Finish Time: 1645 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 SZ (ft) 32.5 Depth To 1 (ft) 33.0 <br /> 1 Static Groundwater Depth <br /> Time: 1645 Time: 1650 <br /> Sample Collected <br /> Sample Analyzed Date: 5/31/13 Date: 5/31/13 <br /> c <br /> J> J> J W J = DESCRIPTION <br /> QF QW Q aCL W Q g0 CD <br /> V)? vl It rn FL's F � <n 0 OJ Z) <br /> 15201 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 1.5 2 becomes light brown <br /> 3 <br /> ML <br /> 36 0.0 15254-VSome white CaCO3 nodules <br /> 5 <br /> 6 <br /> 7--FJ SILTY SAND,light brown,dry,medium dense,fine sand,no odor <br /> 34 7.5 0.0 1530 SM <br /> a <br /> s <br /> SAND,light grayish brown,damp,medium dense,find to medium sand,no odor <br /> SP <br /> 10 <br /> thin clayey silt interbeds(2 3") <br /> CLAYEY SILT,moderate brown,damp,stiff,with thin(2")sandy silt interbeds,some <br /> 11 white CaCO3 nodules <br /> 36 0.0 1535 <br /> 12 <br /> ML <br /> 13-- <br /> 24 0.0 1545 <br /> 14 <br /> SILTY SAND,light brown,damp,medium dense,find sand <br /> 15 SM <br /> 24 0.0 1555 16-ZSILTY CLAY,moderate brown,damp,very stiff,with white CaCO3 nodules <br /> CL <br /> 17 CLAYEY SILT,moderate brown,damp,stiff <br /> 18 ML <br /> 35 0.0 1605 <br /> 19 <br /> SP SAND,light gray brown,damp,medium dense,find to medium sand <br /> Page 1 of 2 <br />