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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 Al-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 /> Datum: Asphalt Date Date <br /> m 07/09/2008 07/09/2008 <br /> 3 Instrument:PID m Notes:Groundwater not encountered. <br /> z3 > u° m Time Time <br /> 0 o m o � m � o <br /> o <br /> E E o 10:40 11:40 <br /> m <br /> — m m o <br /> 0 <br /> Asphalt:0 to 0.75 ft bgs. <br /> 0.0 1.0 <br /> Al-1-1 1.0-1.5 11:11 17.9 1 Clayey SILT(ML):black(10YR2/1);dry;little clay;mottled;black and brown <br /> staining. <br /> 2— <br /> < Clayey SILT(ML):same as above,no mottling;no staining;no odor. <br /> -a <br /> Al-1-3 3.0-3.5 11:16 = 8.9 3 Clayey SILT(ML):same as above,trace black material. <br /> 4 Clayey SILT(ML):same as above,no black material;some clay. <br /> 0.0 0.7 SILT to Clayey SILT(ML):brown(10YR4/3);dry;few to little clay;mottled;no <br /> Al-1-5 5.0-5.5 11:22 6.0 5 odor;no staining. <br /> SILT to Clayey SILT(ML):same as above,no mottling;few clay. <br /> 0.0 1.1 6 SILT to Clayey SILT(ML):same as above,trace gravel. <br /> 7 <br /> Silty SAND(SM):slightly moist to moist;few clay;little silt;no odor;no staining. <br /> Al-1-8 7.5-8.0 11:33 6.7 <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 />