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PARSONS Field Boring Lo <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 A3-SG5 <br /> Sampling Method <br /> Hand Auger/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Cloudy Drillin <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> 04/08/2009 04/08/2009 <br /> 3 Instrument:PID m Notes: Vapor probe set at 5 ft bgs.#2/12 sand <br /> z <br /> w ° <br /> > a LL m Time Time <br /> o <br /> annulus placed 3 inches below and 3 inches above <br /> Lw 10:55 11:08 <br /> 2 ~ a 3 E 6 °a)N fl- robe.Groundwater not encountered. <br /> � m <br /> 0 Asphalt:0.0 to 0.5 ft bgs. <br /> Roadbase/Fill(GW):0.5 to 1.0 ft bgs. <br /> A3-sce-1 1.0-1.5 11:00 2.7 1 IIH SILT ML:black 10YR2/1 trace to little cla�no odor dry. <br /> SILT(ML):very dark brown(10YR3/2),trace to little clay;no odor;dry;black <br /> 2 (10YR3/1)bands. <br /> a <br /> c <br /> m <br /> = 3.4 3 <br /> Clayey SILT with Sand(ML):light yellowish brown(10YR6/4),little clay;little <br /> fine grained sand;micacious. <br /> 4 <br /> Clayey SILT(ML):increasinq clay;decreasinq sand. <br /> 2.2 <br /> 5 Boring Terminated @ 5 ft bgs. <br /> 6- <br /> 7- <br /> 8- <br /> 9- <br /> 10— <br /> I 78910 <br /> Logged By: S.Gutner <br /> r� <br /> Reviewed By: Fred Kintner,P.G. Signature: —�Oolflm 4", <br />