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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-7 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/29/13 Start Time: 1445 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/29/13 Finish Time: 1600 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) 34.0 Depth To 1 (ft) 37.3 <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: 1535 Time: 1015 <br /> Sample Analyzed Date: 5/29/13 Date: 5/30/13 <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 /> 14451 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2-- <br /> 3-- <br /> 34 <br /> 334 3.5 1450 4 becomes light brown <br /> ML <br /> 5 with white CaCO3 nodules 5-6.5' <br /> 6-- <br /> 7-- <br /> 041 <br /> 41 1455 <br /> 8 <br /> 9-- <br /> 10-- <br /> SANDY SILT,tan,dry,stiff,fine sand,no odor <br /> 11 <br /> 36 1500 12-JML <br /> 13 <br /> 14 <br /> medium to coarse sand interbed 13.75-14.0' <br /> CLAYEY SILT,medium brown,dry,stiff,no odor <br /> 15 ML <br /> 33 15.5 1505 16 SANDY SILT,light brown,dry,stiff,fine sand,no odor <br /> 17 <br /> ML <br /> 18-- <br /> 19-- <br /> 34 <br /> 81934 1510 ML CLAYEY SILT,medium brown,dry,stiff,no odor <br /> Page 1 of 2 <br />