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Project No.: 99008-008321.03 BORING NO. <br /> 4 LOG OF SOIL BORING Project Name: Proposed Walgreen Store#02680 <br /> Location: Stockton,California BV-1 <br /> Logged By: A.Abegg <br /> c <br /> - C7 <br /> LU j w> J = DESCRIPTION <br /> = w 4 <br /> w U <br /> a a0 a <br /> W o nLU <br /> vai? W 5 vai a s r 'D OJ '=0) <br /> SC SAND <br /> brown,fine sand,loose,damp to dry <br /> 21 SILT <br /> brown,medium to very stiff,damp to dry <br /> ML <br /> 22-- <br /> 23- CLAYEY SILT TO SILTY CLAY <br /> 46 0.1 1605 brown,stiff,damp <br /> > 24 <br /> m <br /> 25 <br /> CUML <br /> 26- <br /> 27- <br /> 36 <br /> 62736 0.1 1610 <br /> > 28 SILT <br /> m <br /> brown,stiff,damp,wet below 29.5' <br /> 29 ML <br /> 30 SILTY CLAY <br /> brown,medium stiff,moist to wet from 29.5-33.5' <br /> in <br /> 31 <br /> ci <br /> 42 0.1 1620 <br /> 32 <br /> M CL <br /> 33- <br /> 34- moist to damp <br /> P <br /> M <br /> 34 0.7 1630 <br /> 35- <br /> co <br /> 36Bottom of boring at 35 feet bgs. <br /> 37 Groundwater sampled at 16:40(BV-1 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 />