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Project No.: 99008-008321.03 BORING NO. <br /> 4LOG OF SOIL BORING Project Name: Proposed Walgreen Store#02680 <br /> Location: Stockton,California BV-3 <br /> Logged By: A.Abegg <br /> c <br /> - C7 <br /> W;� W w W DESCRIPTION <br /> X a0 a �— H w a. <br /> CLW <br /> <~ SW Q �n w Kip N <br /> W? Cn� W a.n F- O ✓� C7� 7 <br /> SANDY SILT <br /> brown,fine grained sand,stiff,damp to dry <br /> 21-- <br /> 22-- <br /> - <br /> ML <br /> 23-- <br /> M <br /> 46 0.1 1425 <br /> � 24 <br /> m <br /> 25 <br /> gp SAND layer from 25-25.5' <br /> mottled with orange and black <br /> 26 <br /> SILT.brown,very stiff,damp.moist <br /> 27 <br /> N ML <br /> 42 0.3 1430 <br /> 28 <br /> m <br /> 29 SANDY SILT,brown <br /> SAND layer(3")at 29.5',moist <br /> 30 ML SANDY SILT,brown <br /> SP SAND layer(4")at 30.5',moist to wet <br /> 31 CLAYEY SILT <br /> brown with orange and black mottling,very stiff.damp <br /> 42 1.2 1440 <br /> m 32-1SANDY SILT,brown,loose,wet <br /> ML <br /> 33 <br /> SAND.brown,stiff.damp,hydrocarbon odor <br /> 28 0.7 1450 CL SILTY CLAY <br /> 35 brown,stiff.damp,hydrocarbon odor <br /> In <br /> 36 Bottom of boring at 35 feet bgs. <br /> 37 Groundwater sampled at 15:00(BV-3 analyzed for TPH and VOCs) <br /> 38 <br /> 39 <br /> 40 <br /> 41 <br /> 42 <br /> 43 <br /> 44 <br /> fl <br /> Page 2 of 2 <br />