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Project No.: 99008-008321.03 BORING NO. <br /> Project Name: Proposed Walgreen Store#02680 <br /> 0VDriller: <br /> Location: Stockton,California BV-5 <br /> Logged By: A.Abegg <br /> LOG OF Start Date: 11/20/2008 Start Time: 07:40 Elevation(ft,msl): N/A <br /> SOIL Finish Date:11/20/2008 Finish Time: 13:30 Boring Diameter(in) 2" <br /> BORING EnProb Drill Method: Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Temporary soil vapor probes installed at 5'and 15',probes <br /> Completion Data: removed,filled with bentonite <br /> g Encountered Groundwater Depth Depth To Q (ft) 26.5 Depth To 1 (ft) <br /> t Static Groundwater Depth <br /> ® Time: 08:40 Time: <br /> Sample Collected <br /> Sample Analyzed Date: 11/20/08 Date: <br /> c <br /> - C7 <br /> y o z <br /> L> L> w w = w = DESCRIPTION <br /> mw X. f E w a I Qct U <br /> - D a <br /> <? <� can a S r o �� 7 <br /> 0740 "` CONCRETE PAVEMENT 0-4" <br /> SILT <br /> 1 black to light brown,stiff,dry <br /> 2-- <br /> 3-- <br /> CC) 3in <br /> ri <br /> 36 0.1 0745 <br /> 4 <br /> m <br /> 5-- <br /> 6-- <br /> 7-- <br /> 42 <br /> 6742 0.1 0750 <br /> 8 ML <br /> M <br /> 9 <br /> 10 <br /> 11 SANDY SILT <br /> medium loose <br /> 30 @ 0.1 0800 <br /> > 12 <br /> m <br /> 13-- <br /> 14-- <br /> 15-- <br /> 48 <br /> 3141548 0.2 0802 <br /> > 16 SILTY SAND <br /> m <br /> brown,very stiff,dry <br /> 17-- <br /> 18--:J: SM <br /> in <br /> 19 <br /> 48 1 1 0.5 L08051 <br /> Page 1 of 2 <br />