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Field Exploratory Boring Log SB-5 <br /> PID Blows/ Sample Well Depth Soil Group <br /> P Materials Description <br /> (Ppm) 6" Number Construction (ft) (USCS) <br /> Asphalt 0 to 0 25' <br /> Silt(ML) <br /> J Strong brown (7 SYR 4/6), soft,dry, no plasticity, 65% fines, <br /> 35% fine sand <br /> E <br /> s <br /> 3 5 <br /> 00 c c ss-5-5 0 @ 5' as above,dry <br /> a <br /> w o <br /> o. <br /> 3 <br /> � o <br /> r1) 00 <br /> 00 SB 5-10 0 10 @ 10' as above,yellowish brown (I OYR 5/4), dry <br /> 00 SB-5-iso is <br /> @ 15' as above,yellowish brown (10YR 5/6),medium stiff, dry <br /> 00 20 <br /> SB-5-20 5 Sand(SP) <br /> Yellowish brown(10 YR 5/6), loose,dry, 10% fines, <br /> 90% tine sand <br /> SB-5-25 0 <br /> p 0 25 Silt (ML) <br /> Brown (IOYR 5/3), medium stiff, dry, low to medium <br /> plasticity, 95% fines, 5% fine sand <br /> 30 111111111 <br /> Page 1 of 2 <br /> BORING Borehole Diameter 4 inches <br /> Shell-branded Service Station Logged by A Cool CAMBRI <br /> 880 Victor Road Driller Gregg Drilling 240-0955 <br /> SB-5 <br /> Lodi, California Date Started 15-Jan-99 <br /> Date Completed 15-Jan-99 <br />