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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 E1-SG1 <br /> Sampling Method <br /> Hand Auger/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 /> 3 Instrument:PID m -6 Notes:Vapor probe set at 5 ft bgs. Groundwater 07/14/2008 07/14/2008 <br /> o z <br /> Time Time <br /> E o a co not encountered. <br /> m — o <br /> E E ~ a a E v o a 07:50 0910 <br /> E Q E N a <br /> 0 k Asphalt:0 to 0.33 ft bgs. <br /> ............... <br /> Roadbase:0.33 to 0.66 ft bgs. <br /> ............... <br /> ............... <br /> ............... <br /> ............... <br /> 0.0 0.0 1 Gravely SAND(SP):very dark grayish brown(10YR3/2);moist;fine to medium <br /> ............... <br /> sand(1:2);little to some subangular to subrounded gravel;little silt;no odor. <br /> Gravely SILT(ML):dark yellowish brown(10YR4/4);moist;few to little clay;little gravel; <br /> Ei-sct-z 2.0.2,5 08:40 Q 2 trace to few sand;no odor. <br /> a Gravel SILT(ML):same as above;few to little sand;trace to few clay <br /> C <br /> Silty CLAY(CL):brown to black(10YR4/3 to 10YR2/1);moist;some silt;black <br /> = 3 <br /> stringers;white mottling; no odor. <br /> Silty CLAY(CL):same as above;no black stringers. <br /> 4 <br /> Clayey SILT(ML):dark yellowish brown(10YR414);moist;some clay;trace fine <br /> sand;no odor. <br /> 5 <br /> Boring Terminated @ 5.33 ft bgs. <br /> 6- <br /> 7- <br /> 8- <br /> 9- <br /> 10— <br /> LP <br /> 78910 <br /> Logged By: M.Rose <br /> Reviewed By: Fred Kintzer,P.G. Signature: <br />