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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-3 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/28/13 Start Time: 1115 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/28/13 Finish Time: 1215 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) 35.3 <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: Time: 1255 <br /> Sample Analyzed Date: 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 /> 11151 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1.0 1 becomes moderate brown <br /> 2 <br /> 3 <br /> becomes light brown <br /> 40 1120 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 38 7.5 1125 <br /> 8 <br /> 9 ML <br /> 10 <br /> 11 <br /> 42 113012-Zfine sand interbed <br /> fine to coarse sand interbeds <br /> 13 <br /> 14-- <br /> 30 14.5 1135 15 some white CaCO3 nodules <br /> 16 <br /> 17-- <br /> 33 1140 <br /> 18 <br /> 19ML SANDY SILT,light brown,dry,stiff,fine sand,no odor <br /> ML CLAYEY SILT,light brown,dry,hard,no odor <br /> Page 1 of 2 <br />