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 B1-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 /> 07/10/2008 07/10/2008 <br /> 3 Instrument:PID m Notes:Vapor probe set at 4.75 ft bgs.Groundwater <br /> Z a m > z i m Time Time <br /> oc o not encountered. <br /> E a a s r 0 <br /> a m <br /> 14:40 15:20 <br /> m ~ E _ Q m 2N N <br /> N U) m <br /> 0 Asphalt:0 to 0.5 ft bgs. <br /> s,. <br /> Roadbase:0.5 to 1.0 ft bgs. <br /> 0.0 0.0 1 Clayey SILT(ML): very dark greyish brown(10YR312);moist,few to little clay; <br /> BI-sci-i ins-zzs 14:50 1.5 trace fine sand;no odor. <br /> CLAY to Silty CLAY(C L):black(10YR3/1);moist;few to little silt;trace fine 2—sand;slight odor. <br /> Q <br /> c <br /> = 0.1 0.0 3 Silty CLAY(CL):very dark brown(10YR3/2);moist;some silt;trace fine sand; <br /> trace gravel(<l%), no odor. <br /> 4 Silty CLAY(CL):dark yellowish brown(10YR4/4);moist;little to some silt;no <br /> odor. <br /> 5 <br /> Boring Terminated @ 5 ft bgs. <br /> 6 <br /> 7 <br /> 8- <br /> 9- <br /> 10— <br /> Logged <br /> 910Logged By: M.Rose <br /> Reviewed By: Fred Kintzer,P.G. Signature: <br />