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Project No.: 99008-008321.03 BORING NO. <br /> Project Name: Proposed Walgreen Store#02680 <br /> 0Driller: <br /> Location: Stockton,California BV-2 <br /> Logged By: A.Abegg <br /> LOG OF Start Date: 11/24/2008 Start Time: 09:45 Elevation(ft. msl) N/A <br /> SOIL Finish Date:11/24/2008 Finish Time: 10:40 Boring Diameter(in) 2" <br /> BORING EnProb Drill Method: Direct Push <br /> Hammer Weight: N/A Drop: N/A <br /> Borehole Neat cement grout to grade <br /> Completion Data: <br /> Q Encountered Groundwater Depth Depth To (ft) 36.0 Depth To 1 (ft) 29.5 <br /> 1 Static Groundwater Depth <br /> ® Time: 10:40 Time: 10:48 <br /> Sample Collected <br /> Sample Analyzed Date: 11/24/08 Date: 11/24/08 <br /> E, <br /> - 0 <br /> } Z <br /> J> w ¢ " DESCRIPTION <br /> a� a 0 Q. �-- w i :n <br /> �w 2U 2 E w a <0 <br /> <? � <br /> Lu O n w tY <n <br /> rY v¢i a8 D uQ, C9� <br /> 0945 ASPHALT from 0-4" <br /> Base material,sand with gravel,brown.loose <br /> 1 SILTY CLAY <br /> brown,stiff,damp <br /> 2 <br /> CL <br /> n 3 peat/organic odor.slightly darker color:blackish-brown <br /> 42 0.3 0950 <br /> 43 <br /> m SILT <br /> light brown,medium stiff to stiff,dry <br /> 5 <br /> 6 ML <br /> 7 <br /> N <br /> 36 2) 0.2 0955 <br /> 8 <br /> m SILTY CLAY <br /> yellowish-brown,stiff,dry <br /> 9 <br /> CL <br /> 10 <br /> SANDY SILT TO SILT <br /> in <br /> 11 very fine grained sand,stiff,damp <br /> 36 0.2 1000 <br /> > 12 <br /> m <br /> 314ML13-- <br /> 14-- <br /> ML <br /> 30 0.3 1002 <br /> > is <br /> m <br /> 17 <br /> 18 <br /> rn 19 <br /> N <br /> L36 > 1 0.5 1005 <br /> Page 1 of 2 <br />