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Field Exploratory Boring Log SB-2 <br /> PIDBlows/ Sample Well Depth Soil Group Matenals Descn tion <br /> (ppm) 6" Number Construction (ft) (USCS) p <br /> Asphalt 0 to 0 25' <br /> Salt(ML) <br /> Dark brown (7 5YR 3/3),soft,dry, no plasticity, 65%fines, <br /> 35%fine sand <br /> U <br /> II <br /> R <br /> E N <br /> N .D <br /> C <br /> CL� <br /> 0 o 3 ! SB-2-5 D 5 <br /> °c @ 5' as above, dark yellowish brown(10YR 3/6);dry,75%fines, <br /> > 25% fine sand <br /> v � <br /> CL- o <br /> E p <br /> to <br /> 00 SB-2-100 10 @ 10' as above, dark yellowish brown(IOYR 4/4),dry, <br /> 65% fines,35%fine sand <br /> 00 Is <br /> SB-2-15 o Sand(SP) <br /> Olive brown(2 5Y 4/4), loose,damp; 10% fines, <br /> 90%medium sand <br /> I <br /> 00 20 <br /> SB-2 20 5 @ 20 5' as above,light olive brown(2 5Y 5/4),damp <br /> 00 SE-2-250 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 1 Page 1 of 2 <br /> BORING Borehole Diameter 4 inches <br /> Shell-branded Service Station Logged by A Coot C"BRIA <br /> SB—2 880 Victor Road Driller Gregg Dnlling <br /> Lodi, California Date Started- 14-Jan-99 240-0955 <br /> Date Completed 14-Jan-99 <br />