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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-13 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/31/13 Start Time: 1330 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/31/13 Finish Time: 1510 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) 33.0 <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: Time: 1150 <br /> Sample Analyzed Date: Date: 6/3/13 <br /> c <br /> J> J> J w J = DESCRIPTION <br /> QF ¢W Q aCL W Q g0 W <br /> V? U3 It rn FL's F co 0—i Z) <br /> 13301 CLAYEY SILT,dark brown,dry,hard,orangeish brown mottling,no odor <br /> 1 <br /> 1.5 becomes brown <br /> 2 <br /> 3-- <br /> 38 0.0 1335 <br /> 4-V ML <br /> 5 <br /> 6 <br /> 7 <br /> 31 7.5 0.0 1340 <br /> 8 <br /> s <br /> SP SAND,light grayish brown,dry,medium dense,medium to coarse sand,some fine to <br /> coarse gravel,up to 1"diameter,rounded,no odor <br /> 10 <br /> CLAYEY SILT,moderate brown,dry,medium stiff,no odor <br /> 11 <br /> 42 0.0 1345 <br /> 12 <br /> 13 <br /> white CaCO3 nodules at 13 to 13.5' <br /> 14-- <br /> 33 0.0 1355 15 ML <br /> 16several thin silty sand to fine sand interbeds(2-3") <br /> 17-- <br /> 32 0.0 1405 <br /> 18 <br /> 19 <br /> Page 1 of 2 <br />