Laserfiche WebLink
Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV-5 <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/29/13 Start Time: 0745 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/29/13 Finish Time: 0950 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) 37.5 Depth To 1 (ft) 30.25 <br /> 1 Static Groundwater Depth <br /> Time: 0950 Time: 1000 <br /> Sample Collected <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? (n It rn FL's F co 0—i Z) <br /> 1.0 07451 CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2 <br /> becomes light brown,white CaCO3 nodules and veins <br /> 3 <br /> 36 0750 <br /> 4 <br /> 5 ML <br /> 6-- <br /> 36 7.5 0755 <br /> a <br /> s <br /> 10 <br /> SP SAND,light brown,dry,medium dense,fine-med sand, with some fine gravel up to <br /> 3/4"diameter <br /> 11 <br /> 37 0800 12-ZML CLAYEY SILT,medium brown,dry,hard,white CaCO3,nodules and veins,no odor <br /> 13 <br /> 14SAND,light brown,dry,medium dense,fine-med sand,no odor <br /> 15 <br /> 44 0805SP <br /> 1s <br /> 17 with some fine gravel,rounded,up to 1/2"diameter <br /> 18-42 ML CLAYEY SILT,medium brown,dry,stiff,no odor <br /> 1s SAND,light brown,dry,medium dense,fine sand,no odor <br /> SP <br /> 43 1 1 10810, <br /> Page 1 of 2 <br />