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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 B2®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 /> N 07/09/2008 07/09/2008 <br /> 3 Instrument:PID m 6 Notes:Groundwater not encountered. <br /> ° ° m Time Time <br /> z c <br /> m o o <br /> E t a m L L 12:50 14:00 <br /> in N o Q CO N N N <br /> CO o 0 <br /> 0 <br /> Asphalt/fill:0 to 1 ft bgs. <br /> 132-1-1 1.0-1.5 13:15 5.7 1 <br /> SILT to Clayey SILT(ML):very dark grayish brown(10YR3/2);dry;few to little <br /> clay;trace to few gravel;no odor. <br /> Q <br /> 0.0 0.0 2 <br /> a <br /> � :Silty CLAY(CL):very dark brown(10YR3l2);little silt;moderately stiff;no odor; <br /> B2-1-3 3.0-3.5 13:25 = 9.0 3 ;,. no staining. <br /> ............... <br /> ............... <br /> ............... <br /> ............... <br /> ............... <br /> ............... <br /> ............... <br /> Silty CLAY(CL):same as above;trace fine-grained sand. <br /> 0.0 0.0 4 <br /> SILT(ML):dark grayish brown(10YR4/2);few clay;trace fine-grained sand;no <br /> odor. <br /> B2-1-5 5.0-5.5 13:38 10.4 5 <br /> SILT(ML):same as above;trace gravel. <br /> 6 SILT(ML):same as above;brown(10YR4/3). <br /> SHW SAND SM:li ht brownish ra 2.5Y6l2 slightly moist fewday.little silt-no odor. <br /> 7 Gravely SAND(SM):light brownish gray(2.5Y6/2)moist;little gravel. <br /> ............... <br /> 62-1-8 7.5-8.0 13:55 13.0 GRAVEL(GP):brown(10YR413);moist;few silt. <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 />