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Project No.: 99008-008321.03 BORING NO. <br /> Project Name: Proposed Walgreen Store#02680 <br /> 02Driller: <br /> Location: Stockton,California BV-4 <br /> Logged By: A.Abegg <br /> LOG OF StartDate: 11/24/2008 StartTime: 11:25 Elevation (ft. msl): N/A <br /> SOIL Finish Date:11/24/2008 Finish Time: 12:50 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 /> CZ Encountered Groundwater Depth Depth To (ft) 29.13 Depth To 1 (ft) <br /> 1 Static Groundwater Depth <br /> ® STime: 12:57 Time <br /> Sample Collected <br /> Sample Analyzed Date: 11/24/08 Date: <br /> c <br /> } � Z <br /> wa ww <br /> CL w a z v DESCRIPTION <br /> JIX a.0 a a cn <br /> Q~ Q Lu <br /> w Q O o. CL w xp N <br /> 1125 ASPHALT from 0-4" <br /> SILTY SAND WITH GRAVEL <br /> 1 SILTY CLAY <br /> dark brown to brown.stiff,damp to dry <br /> 2- <br /> 3 <br /> 24 0.2 1130 <br /> m 4 CL SILT,light brown,very stiff,dry <br /> 5 <br /> 6- <br /> 7- <br /> 36 <br /> 736 0.1 1132 <br /> 8 ——————————————————————————————— <br /> m CLAYEY SILT TO SILT <br /> yellowish brown,stiff,dry <br /> 9-- <br /> to-- <br /> 36 <br /> 1036 0.2 1140 <br /> > 12 <br /> m <br /> 13-- <br /> 14-- ML <br /> N <br /> 15-- <br /> 36 0.2 1200 <br /> > 16 <br /> m <br /> 17 <br /> 18 <br /> in <br /> �rn 19 <br /> V <br /> Q <br /> 30 > 0.2 112101 1111 1 <br /> Page 1 of 2 <br />