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PARSONS Field Boring Log <br /> Location of Boring/Well: Job No. 444534.02000 Client/Site: PG&E Former Tracy MGP Site <br /> Drilling Co./Method Boring/Well No. <br /> Woodward/Hand Auger/AMS Power robe 9700-VTR E2-2 <br /> Sampling Method <br /> 24"PVC Sleeves/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Sunny,dry,breeze to the south Drillin <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> 07/09/2008 07/09/2008 <br /> 3 Instrument:PID m Notes:Groundwater not encountered. <br /> a Time Time <br /> m <br /> z o � c <br /> m oT <br /> a' ° <br /> E n c 14:35 15:15 <br /> m o nW N Q <br /> � m <br /> 0 <br /> Asphalt/aggregate:0 to 1 ft bgs. <br /> E2-2-1 1.0-1.5 14:43 1.8 1 Silty CLAY(CL):black(10YR2/1);dry;some silt;trace wood;trace gravel; <br /> moderately stiff;hydrocarbon-like odor;oxidation beds. <br /> m <br /> 2 Silty CLAY(CL):same as above,slight hydrocarbon-like odor. <br /> c <br /> Silty CLAY(CL):same as above,no hydrocarbon-like odor. <br /> E2-2-3 3.0-3.5 14:50 = 0.7 3 <br /> Silty CLAY(CL):same as above,mottled,white and dark yellowish brown(10YR4/4). <br /> 4 Silty CLAY(CL):same as above,yellowish brown(10YR5/4). <br /> Silty CLAY(CL):same as above,few to little silt. <br /> E2-2-5 5.0-5.5 14:56 1.5 5 <br /> 6 Silty CLAY(CL):same as above,some silt. <br /> Silty CLAY(CL):same as above,few to little silt. <br /> 7 Silty CLAY(CL):same as above,little to some silt. <br /> E2-2-8 7.5-8.0 15:10 0.5SAND to Silty SAND(SP-SM):fine grained;moist;few to little silt;few moderately <br /> 8 Boring Terminated @ 8 ft bgs. <br /> 9 <br /> 10 <br /> Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. Signature: <br />