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Project No.: 33113-013018.02 BORING NO.
<br /> Project Name: FedEx Tracy BV-8
<br /> Location: Tracy,CA
<br /> u VF� Logged By: P.McLaughlin
<br /> Start Date: 5/29/13 Start Time: 1650 Elevation(ft, msl): n/a
<br /> LOG OF Finish Date: 5/29/13 Finish Time: 1750 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 /> SZ Encountered Groundwater Depth Depth To SZ (ft) 35.0 Depth To 1 (ft) 37.5
<br /> 1 Static Groundwater Depth
<br /> Sample Collected Time: 1750 Time: 1900
<br /> Sample Analyzed Date: 5/29/13 Date: 5/29/13
<br /> c
<br /> y o z
<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 /> 16501 CLAYEY SILT,dark brown,dry,hard,no odor
<br /> 1
<br /> 2
<br /> ML
<br /> 3--
<br /> 36 3.5 1655 4 becomes light brown,white CaCO3 nodules
<br /> 5
<br /> s
<br /> SANDY SILT,tan,dry,medium stiff,fine sand,no odor
<br /> ML
<br /> 039 1700
<br /> a
<br /> 9 CLAYEY SILT,tan,dry,stiff,some CaCO3 nodules,no odor
<br /> ML
<br /> 10
<br /> SP SAND,light brown,dry,medium dense,fine to medium sand,no odor
<br /> 11
<br /> CLAYEY SILT,tan,dry,stiff,white CaCO3 nodules,no odor
<br /> 38 11.5 1705
<br /> 12 ML
<br /> 13
<br /> SANDY SILT,light brown,damp,stiff,fine sand,no odor
<br /> 1a ML
<br /> 15
<br /> CLAYEY SILT,tan,damp,stiff,white CaCO3 nodules,no odor
<br /> 43 1710 16ML
<br /> 17CL SILTY CLAY,medium brown,damp,very stiff,no odor
<br /> 18SM SILTY SAND,light brown,damp,medium dense,fine sand,no odor
<br /> 19
<br /> 44 1715
<br /> ML CLAYEY SILT,tan,damp,stiff,no odor
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