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PARSONS Field Boring Lo <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 /A3_SG6 <br /> Sampling Method <br /> Hand Auger/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Cloudy Drillin <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> w 04/08/2009 04/08/2009 <br /> 3 Instrument:PID m Z Notes: Vapor probe set at 5 ft bgs.#2/12 sand <br /> ° LL m Time Time <br /> z p] <br /> o a s annulus laced 3 inches below and 3 inches above <br /> `m a n <br /> N m N a iD 11:10 11:25 <br /> N robe.Groundwater not encountered. <br /> ¢ m` o <br /> 0.0 0 Asphalt with Roadbase/Fill(GW):0.0 to 0.5 ft bgs. <br /> 2.6 1 <br /> Sandy SILT(ML):very dark brown(10YR3/2);little fine grained sand;trace to <br /> a` little clay;moist. <br /> 2— <br /> a: <br /> = 2.9 3 <br /> Sandy SILT(ML):yellowish brown(10YR5/4);little to some fine grained sand; <br /> 4 trace to little clay;moist. <br /> 3.8 <br /> 5 Boring Terminated @ 5 ft bgs. <br /> 6- <br /> 7— <br /> H <br /> 8- <br /> H 910 9- <br /> 10— <br /> Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. SignetaFe: <br />