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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-4 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/28/13 Start Time: 1340 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/28/13 Finish Time: 1500 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) 33.5 Depth To 1 (ft) 35.8 <br /> 1 Static Groundwater Depth <br /> Time: 1450 Time: 1635 <br /> Sample Collected <br /> Sample Analyzed Date: 5/28/13 Date: 5/28/13 <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 /> 13401 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2 <br /> 3 ML <br /> 44 1345 4-Z becomes light brown,white CaCO3 nodules and veins <br /> 5 <br /> s <br /> SAND,light brown,dry,medium dense,fine to medium sand,no odor <br /> SP Medium to coarse sand below 7.0' <br /> 24 1350 <br /> 8 <br /> ML CLAYEY SILT,medium brown,very stiff,dry,white CaCO3 nodules,no odor <br /> s <br /> 0 <br /> SILTY CLAY,medium brown,dry,hard,white CaCO3 nodules,no odor <br /> 100-0r <br /> 11 <br /> 40 11.5 1355 <br /> 12 <br /> CL <br /> 13-- <br /> 14-- <br /> 30 <br /> 31430 1 1 14001 1 <br /> 15 <br /> 16CLAYEY SILT,medium brown,dry,very stiff,with white CaCO3 nodules,no odor <br /> 17ML <br /> 18 <br /> SANDY SILT,light brown,damp,stiff,fine sand,no odor <br /> 36 1405 <br /> 19-ZML <br /> Page 1 of 2 <br />