Laserfiche WebLink
Project No.: 33113-013018.02 BORING NO. <br /> Project Name: FedEx Tracy BV- <br /> Location: Tracy,CA <br /> u VF� Logged By: P.McLaughlin <br /> Start Date: 5/30/13 Start Time: 1135 Elevation(ft, msl): n/a <br /> LOG OF Finish Date: 5/30/13 Finish Time: 1445 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: Grouted with bentonite cement. <br /> E Encountered Groundwater Depth Depth To a (ft) 43.0 Depth To 1 (ft) 43.5 <br /> 1 Static Groundwater Depth <br /> Sample Collected Time: 1445 Time: 1455 <br /> Sample Analyzed Date: 5/30/13 Date: 5/30/13 <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 /> 1.0 11 13q CLAYEY SILT,dark brown,dry,hard,no odor <br /> 1 <br /> 2 <br /> 3 Becomes light brown,white calcium carbonate(CaCO3)nodules and veins,becomes <br /> 33 11404-Vmedium stiff <br /> 5 ML <br /> 6 <br /> 7 <br /> 44 7.5 1145 <br /> 8 <br /> s <br /> 10 <br /> SILTY CLAY,moderate brown,dry,very stiff,no odor <br /> 11 CL <br /> 42 1150 <br /> 12 <br /> 13 CLAYEY SILT,moderate brown,damp,medium stiff,trace fine sand,no odor <br /> ML <br /> 14 <br /> 33 1153 15 CL SILTY CLAY,moderate brown,damp,very stiff,no odor <br /> 16 <br /> SANDY SILT,moderate brown,damp,medium stiff,fine sand,no odor <br /> ML <br /> 17 <br /> 18 <br /> SILTY SAND,light brown,damp,medium dense,fine sand,no odor <br /> 41 1155 19 SM <br /> Page 1 of 3 <br />