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Field Exploratory Boring Log 5B-3 <br /> PID Blows/ Sample Well Depth Soil Group <br /> P Materials Description <br /> (Ppm) 6" Number Construction (ft) (USCS) <br /> 200 ; SB-3-30 0 Silt(ML) <br /> ELight olive brown(2 5Y 5/4), medium stiff,dry,low plasticity, <br /> 95% fines,5% fine sand <br /> U_ <br /> E <br /> U � <br /> 200 y C SB-3-35 0 35 Sand(SP) <br /> o OIive gray (2 5Y 5/2),medium dense,damp, 10%fines, <br /> 3 90% medium sand <br /> E o <br /> 00 SB-3-40 0 40 <br /> Silt(ML) <br /> Dark grayish brown (I OYR 4/2),medium stiff,damp, <br /> no plasticity, 60% fines,40%n fine sand <br /> 00 SB-3-45 0 45 <br /> Silty Sand (SM) <br /> Light olive brown (2 5Y 513),medium dense,moist,25% fines, <br /> 75%medium sand <br /> 00 <br /> SB-3-500 50@ 50' as above, light yellowish brown (2 5Y 6/4), wet <br /> 00 55 Silt(ML) <br /> SB 3-560 Strong brown (7 5YR 4/6), stiff, dry, low plasticity,65% fines, <br /> 35% fine sand <br /> Total depth of boring=60 0' <br /> 60No recovery, flowing sands Page 2 of 2 <br /> BORING Borehole Diameter 4 inches <br /> Shell-branded Service Station Logged by A Cool CAMBRIA <br /> SD�� 880 Victor Road Driller Gregg Drilling 240-0955 <br /> 1] Lodi, California Date Started 15-Jan-99 <br /> Date Completed 15-tan-99 <br />