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Field Exploratory Boring Log SB-5 <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 /> Strong brown(7 5YR 4/6), soft,dry, no plasticity, 65% fines, <br /> 2 35%fine sand <br /> ca <br /> 3 5 <br /> 00 SB-5-5 0 <br /> N @ 5' as above, dry <br /> w � <br /> a <br /> N U <br /> o. 3 <br /> C o <br /> Cd ca <br /> 00 SB-5-100 10 @ 10' as above,yellowish brown (IOYR 5/4),dry <br /> 00 S13-5-150 15 <br /> @ 15' as above,yellowish brown (10YR 5/6),medium stiff, dry <br /> 00 20 <br /> SB-5-205 Sand (SP) <br /> Yellowish brown (10 YR 5/6), loose,dry, 10% fines, <br /> 90% fine sand <br /> 00 SB 5-25 4 25 Silt ML <br /> Brown (IOYR 5/3), medium stiff, dry, Iow 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 CAMBRIA <br /> SB-5 880 Victor Road Driller Gregg Dnlling <br /> Lodi, California Date Started 15-Jan-99 240-0955 <br /> Date Completed 15-Jan-99 <br />