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Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-6 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/29/13 Start Time: 1125 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/29/13 Finish Time: 1340 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) 35.0 Depth To 1 (ft) 37.0 <br /> 1 Static Groundwater Depth <br /> Time: 1340 Time: 1006 <br /> Sample Collected <br /> Sample Analyzed Date: 5/29/13 Date: 5/30/13 <br /> c <br /> y o z <br /> J> J> J w Ja Of = DESCRIPTION <br /> QF ¢W Q aCL W Q �0 W <br /> V)? (n It rn FL's F � <n 0-1 OZ) <br /> 11251 CLAYEY SILT,dark brown,dry,hard <br /> 1 <br /> 2 <br /> ML <br /> 3-- <br /> 36 3.5 1130 4 becomes light brown,white CaCO3 nodules and veins <br /> 5 <br /> SILT,light brown,dry,stiff,trace fine sand,no odor <br /> s ML <br /> 7 <br /> 030 1135 82 CLAYEY SILT,medium brown,dry,very stiff,with white CaCO3 nodules,no odor <br /> ML <br /> s <br /> 10 SAND,light brown to light grayish brown,dry,medium dense,fine to medium sand with <br /> med to coarse interbeds at 10-10.5'and 11.5-12.5'with some fine gravel to 1/2" <br /> 11 diameter,rounded,no odor <br /> 34 1140 12 becomes fine sand,light brown <br /> 13 <br /> 14 <br /> SP becomes light yellowish brown <br /> 15 <br /> 33 15.5 1205 <br /> 1s <br /> 17 <br /> becomes medium to coarse sand with some fine gravel,up to 3/4"diameter,rounded, <br /> 18no odor <br /> 19 <br /> 34 1210 <br /> Page 1 of 2 <br />