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Yield Exploratory 15onng Log Nb-5 <br /> PID BIows/ Sample Well Depth Soil Group Materials Description <br /> (Ppm) 6" Number Construction (ft) (USCS) <br /> Asphalt 0 to 0 25' <br /> TE Silt (ML) <br /> Strong brown(7 5YR 4/6),soft,dry, no plasticity, 65%fines, <br /> 35% fine sand <br /> v � <br /> c <br /> 0.3 <br /> -I-- m <br /> > <br /> 3 2 5 <br /> 00 ; y SE-5-5 0 <br /> @ 5' as above,dry <br /> y 0 <br /> U <br /> O. <br /> C i <br /> R -- <br /> rn <br /> 0 0sB-S-i a o 10 @ 10' as above,yellowish brown(1OYR 5/4),dry <br /> 00 5B-5-i54 i5 <br /> @ 15' as above, yellowish brown (IOYR 5/6),medium stiff,dry <br /> i <br /> 00 20— <br /> SB-5-20 5 Sand(SP) <br /> Yellowish brown(10 YR 5/6),loose,dry, 10%fines, <br /> 90%fine sand <br /> SB-5-25 0 25 0 0 Silt(ML) <br /> Brown(I OYR 5/3),medium stiff, dry,low to medium <br /> plasticity, 95%fines,5% fine sand <br /> 30 Page 1 of 2 <br /> BORING Borehole Diameter 4 inches <br /> Shell-branded Service Station Logged by A Cool C"BRIA <br /> SB—5 880 Victor Road Driller Gregg Dnlling <br /> '©9$$ <br /> Lodi, California Date started 15-Jan-99 <br /> Date Completed 15-Jan-99 <br />