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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 A2-1 <br /> Sampling Method <br /> 24"PVC Sleeves/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Sunny,dry Drill ing <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> 07/09/2008 07/09/2008 <br /> 3 Instrument:PID m m Notes:Groundwater not encountered. <br /> o z tm <br /> CO - Time Time <br /> Z '- C <br /> E O <br /> � � N � Ul d '- � O <br /> LL w 11:40 12:40 <br /> n m <br /> E l6 o n <br /> rn m _ Q M m N <br /> � m <br /> 0.0 0.0 0— Asphalt/aggregate:0 to 0.75 ft bgs. <br /> A2-1-1 1.0-1.5 12:02 5.4 1 SILT(ML):brown(10YR4/3);dry;few clay;few gravel;trace wood;no odor. <br /> Clayey SILT(ML):same as above;oxidized bands,black(10YR2/1);little clay. <br /> m <br /> 3 2 SILT to Clayey SILT(ML):brown(10YR4/3);dry;few to little clay;no oxidation; <br /> no odor;no staining. <br /> m <br /> A2-1-3 3.0-3.5 12:12 x 5.5 3 Clayey SILT(ML):same as above;some moderately stiff clay;trace"rood;trace red material. <br /> Clayey SILT(ML):same as above;motted;trace white bands. <br /> 4 Clayey SILT(ML):same as above;no white bands. <br /> Silty CLAY(CL):brown(10YR4/3);dry;little silt;moderately stiff;no odor;no <br /> A2-1-5 5.0-5.5 12:18 3.2 5_ <br /> staining. <br /> Silty CLAY with Sand(CL):same as above,little fine-grained sand. <br /> 6 <br /> Clayey SILT(ML):moist;some clay;no odor;no staining. <br /> ............... <br /> ................ <br /> 7 Sandy CLAY(CL):moist;some fine-grained sand;no odor. <br /> A2-1-8 7.5-8.0 12:34 2.2 Silty SAND(SM):very moist;little silt;no odor. <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 /> A <br />