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Project No.: 99008-008321.03 BORING NO. <br /> Project Name: Proposed Walgreen Store#02680 <br /> SPO vF9 Location: Stockton,California BV- <br /> Logged By: A.Abegg <br /> m rn LOG OF StartDate: 11/24/2008 StartTime: 15:35 Elevation(ft, msl): N/A <br /> SOIL Finish Date:11/24/2008 Finish Time: 16:30 Boring Diameter(in) 2" <br /> 1828 <br /> 0 BORING Driller: EnProb Drill Method: Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Neat cement grout to grade <br /> Completion Data: <br /> 7 Encountered Groundwater Depth Depth To (ft) 30.1 Depth To 1 (ft) <br /> 1 Static Groundwater Depth <br /> ® Time: 16:30 Time: <br /> Sample Collected <br /> Sample Analyzed Date: 11/24/08 Date: <br /> = C7 <br /> r o Z <br /> �> �> J a = DESCRIPTION <br /> CL a0 a LU-- r a cn <br /> Q~ Q0 Q O Ea w X0 <br /> w vUj <br /> (n U)x N a ~ a <br /> 1535 ASPHALT from 0-4" <br /> Base material from 4-7" <br /> 1 SILT <br /> dark brown,stiff,damp <br /> 2 ML <br /> 3 2"layer of sand at 2.8' <br /> CLAY <br /> 30 U 0.1 1540 4-1 CL black,very stiff,slightly damp <br /> CIO <br /> 5 SILT TO CLAYEY SILT <br /> brown with orange and black mottling,stiff,damp to dry <br /> 6-- <br /> 7-- <br /> Lo 7Lo <br /> 36 0.1 1545 ML <br /> 8 <br /> m <br /> 9 <br /> 10 <br /> SILTY CLAY <br /> 11 C L brown with orange and black mottling,very stiff,damp <br /> `r? <br /> 42 0.1 1548 <br /> 12 <br /> > SILT <br /> m <br /> brown with orange and black mottling <br /> 13 trace fine gravel at 12-13' <br /> weakly cemented silt at 13-14' <br /> 14 trace fine gravel at 14-20' <br /> 15-- <br /> 46 @) 0.1 1550 <br /> L <br /> 16-1ML <br /> 17 <br /> 18 <br /> 19 0.1 116001 1 <br /> Page 1 of 2 <br />