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Field Exploratory Boring Log SB-1 <br /> OVM Blows/ Sample Well Depth Soil Group <br /> PPM 6" Number Construction (ft) (USCS) Materials Description <br /> Asphaltic concrete'. <br /> 0 <br /> low <br /> ounts; Fill-Clayey Sand and Clay,mixed. <br /> rcus- <br /> ion Clayey Sand(SC) <br /> amme Olive brown(2.5 Y 414);damp;low plasticity; <br /> sed to <br /> rive 70%fine sand;30%fines. <br /> 5 — Clay(CL) <br /> ample <br /> o.o sB-i-6 Dark brown(10 YR 4/3);damp;moderate plasticity; <br /> 85%o fines; 15%fine sand. <br /> 10 — <br /> 0.6 SB-1-12 <br /> @IT: As above,damp <br /> Clayey Sand(SC) <br /> Dark brown(10 YR 4/3);damp;low plasticity;sandy; <br /> Al <br /> 70% fine sand; 30%fines. <br /> 15 <br /> 0.3 SB-1-16 <br /> Sand(SP) <br /> Dark yellow brown(10 YR 4/4);damp; <br /> 95%very fine sand;5%fines. <br /> 0.2 SB-1-20 20 <br /> 0.3 SB-1-24@24 As above; dark gray brown,2.5 YR 4/4. <br /> 25 <br /> Clay(CL) <br /> Olive(5 Y 5/3);damp;high plasticity;sandy; <br /> 0_2 SB-1-28 85%fines ; 15%fine sand. <br /> @29 As above; dark yellow brown, 10 YR 4/4; <br /> 30 70%fines; 30%fine sand. Page l of 2 <br /> BORING SHELL OIL PRODUCTS COMPANY Borehole Diameter: 1.5 inches A <br /> SB Shell Service Station Logged by: T.Magnet' ABA <br /> 2494 East Fremont Avenue Driller: Gregg Drilling 97370 <br /> Stockton, California Date Started: 28-Oct-97 <br /> Date Completed: 28-Oct-97 <br />