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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-1 O <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/30/13 Start Time: 1550 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/31/13 Finish Time: 1115 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 g0 W <br /> V? U3 It rn FL's F co 0-i Z) <br /> 15501 CLAYEY SILT,dark brown,dry,medium stiff,no odor <br /> 1 <br /> 2 <br /> ML <br /> 3 Becomes light brown <br /> 36 1.5 1555 <br /> 4 <br /> 5 SANDY SILT,light brown,dry,medium stiff,fine sand,no odor <br /> 6- <br /> -ML <br /> 7 <br /> 30 7.5 1.4 1600 <br /> a <br /> s SP SAND,light grayish brown,dry,medium dense,medium to coarse sand with some <br /> rounded gravel up to 112"diameter,no odor <br /> lo-] ML SANDY SILT,light brown,dry,medium stiff,fine sand,no odor <br /> 11 <br /> SILTY SAND,light brown,dry,medium dense,find to medium sand,no odor <br /> 42 1.5 1605 <br /> 12-ZSM <br /> 13-- <br /> 14-- <br /> SANDY <br /> 314SANDY SILT,light brown,dry,medium stiff,fine sand,no odor <br /> 15-- <br /> 43 0.2 1610ML <br /> 1s <br /> 17-- <br /> 18- CLAYEY SILT,moderate Brown,dry,stiff,no odor,with white CaCO3 nodules and <br /> veins <br /> ML <br /> 19 <br /> 45 0.3 1615 <br /> Page 1 of 3 <br />