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Field Exploratory Boring Log SB-2 <br /> PID Blows/ Sample Well Depth Soil Group <br /> (Ppm) 6" Number Construction (ft) (USCS) Materials Description <br /> Asphalt 0 to 0 25' <br /> Silt(ML) <br /> Dark brown (7 5YR 3/3), soft,dry, no plasticity, 65% fines, <br /> 35%fine sand <br /> U <br /> .'7 <br /> R <br /> 7 N <br /> N � <br /> G <br /> 00 3 SB-2-5 0 5 @ 5' as above, dark yellowish brown (10YR 3/6),d 75%fines, <br /> c o y � dry, <br /> > 25% fine sand <br /> n <br /> c <br /> U U <br /> rl.. <br /> � O <br /> 00 SS-2 10 0 10 @ 10' as above,dark yellowish brown (10YR 4/4),dry, <br /> 65% fines, 35% fine sand <br /> 00 15 <br /> 58-2 iso Sand (SP) <br /> Olive brown(2 5Y 4/4), loose,damp, 10% fines, <br /> 90%medium sand <br /> 00 20 <br /> SB-2-205 @ 20 5' as above, light olive brown(2 5Y 5/4), damp <br /> 00 SB-2-25 0 25 @ 25' as above, damp <br /> Silt(ML) <br /> Olive gray(5Y 5/2),medium stiff, dry, no plasticity, <br /> 85% fines, 15% fine sand <br /> 30 111111111 <br /> Page 1 of 2 <br /> BORING Borehole Diameter 4 inches <br /> Steell-branded Service Station Logged by A Cool CAMBRI <br /> Sj2_� 880 Victor Road Driller Gregg Dnlling <br /> 1� Lodi, California Date Started 14-Jan-99 240-0955 <br /> Date Completed 14-Jan-99 <br />