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PARSONS Field Boring Log <br /> 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 A3-1 <br /> Sampling Method <br /> 24"PVC Sleeves/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Sunny,dry Drillin <br /> Surface Conditions Start Finish <br /> Asphalt Date Date <br /> 07/08/2008 07/08/2008 <br /> 3 Instrument:PID m Notes:Groundwater not encountered. <br /> J <br /> Time Timez � o Y 09:30N 11:00E R <br /> U7 <br /> 0 Asphalt/aggregate:0 to 0.5 it bgs. <br /> A3-1-1 1.0-1.5 09:49 0.0 2.1 0.1 1 <br /> CLAY to Silty CLAY(CL):dark grayish brown(10YR4/2);moist;micaceous;few <br /> `m to some silt,decreasing with depth;no odor;no stain;moderately stiff. <br /> m 2 <br /> Q <br /> c <br /> m <br /> A3-1-3 3.0-3.5 10:00 = 0.3 3 Clayey SILT(ML):very dark brown(10YR3/2);dry;little clay;micaceous,very <br /> fine to fine sand;mottled;no odor;no staining. <br /> 4 H:Iiijljl!�i�!!M! <br /> CLAY(CL):brown(10YR4/3);dry;few silt;moderately stiff;no odor;no staining. <br /> A3-1-5 5.0-5.5 10:48 0.0 1.4 0.0 5 Clayey SILT(ML):very dark brown(10YR4/4);dry;some clay;no odor,no <br /> staining. <br /> 6 <br /> SILT to Clayey SILT(ML):same as above;few to little clay. <br /> 7 <br /> SILT to Clayey SILT(ML):same as above,trace sand. <br /> A3-1-8 7.5-8.0 10:53 0.0 0.8 0.0 <br /> 8 Boring Terminated @ 8 ft bgs. <br /> 9- <br /> 10— <br /> Logged <br /> 10Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. Signature: <br />