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Field Exploratory Boring Log SB-1 <br /> PID Blows/ Sample Well Depth Soil Group Materials DesenpUon <br /> (ppm} 6" Number Construction (ft) (USCS) <br /> ti ti ti Asphalt 0 to 0 25' <br /> -U Pea Gravel (GP) <br /> Fill Tnatenal <br /> 'L•1.1• <br /> A <br /> Silt(ML) <br /> Dark brown(7 SYR 3/2),soft,dry, no plasticity,65%fines, <br /> 35% fine sand <br /> 00 3 2 SB-1-5 0 5 @ 5' as above,dark brown(7 SYR 413),dry, 85%fines, <br /> 15%fine sand <br /> Q <br /> � U <br /> 4. <br /> A <br /> O <br /> N F6 <br /> 00 SB-1-104 10 <br /> @ 10' as above,dark brown(7 5YR 3/3),dry <br /> i <br /> i <br /> 00 15 <br /> SB-1-155 <br /> Sand (SP) <br /> Dark grayish brown (2 5Y 4/2),loose,damp, 159o' fines, <br /> 65%coarse sand, 20% gravel <br /> 00 SB-1-205 20 <br /> — <br /> Ca) 20 5' as above, light yellowish brown(2 5Y 613),damp, <br /> 10% fines,90% medium sand <br /> SB-1-25 0 25 <br /> 00 Silt(ML) <br /> Dark greenish gray MY 4/1),medium stiff,dry, low plasticity, <br /> 100% fries <br /> 30 Page I of 2 <br /> BoltulvG <br /> Borehole Diameter 6 inches <br /> Shell-branded Service Station Logged by A Cool LAMB <br /> SB_ 8$0 Victor Road Driller Gregg Dnlbng <br /> Lodi, California Date Started 14-Jan-99 240-0955 <br /> Date Completed 14-Jan-99 <br />