Laserfiche WebLink
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 C2-1 <br /> Sampling Method <br /> 24"PVC Sleeves/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Sunny,dry,breeze to the south Drillin <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> N 07/09/2008 07/09/2008 <br /> 3 Instrument:PID m m Notes:Groundwater not encountered. <br /> o z i m Time Time <br /> z <br /> O � m <br /> E n m <br /> E n r L 14:00 15:15 <br /> s n <br /> u� _ o Q rN o <br /> N Q <br /> U) m <br /> OWAsphalt/aggregate:0 to 1 ft bgs. <br /> C2-1-1 1.0-1.5 14:43 10.41 Clayey SILT(ML):brown(10YR4/3);dry,little clay;trace white bands;trace red <br /> material;no odor. <br /> 2 <br /> a <br /> m <br /> C2-1-3 3.0-3.5 14:50 = 5.2 3 Silty CLAY(CL):brown(10YR4/3);dry;some silt,moderately stiff,no odor;no <br /> staining. <br /> 4 <br /> C2-1-5 5.0-5.5 14:56 2.9 5 <br /> Silty CLAY(CL):same as above,trace gravel. <br /> 6 <br /> 0.0 0.0 Silty CLAY(CL):same as above,mottled,trace fine-grained sand. <br /> 7 Sandy CLAY(CL):same as above,moist;little fine-grained sand,few silt. <br /> ii SAND to Silty SAND(SP-SM):fine grained;moist;few silt;no odor;no staining <br /> .2-1-8 7.5-8.01 15 10 2.8 . <br /> 8 Boring Terminated @ 8 ft bgs. <br /> 9- <br /> 10 <br /> L I 7_7 I I I <br /> Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. Signatt".' <br />