Laserfiche WebLink
PARSONS Field Boring Log <br /> Job No.444534.02000 Client/Site:PG&E Former Tracy MGP Site <br /> Drilling Co./Method BoringfWell No. <br /> Woodward/Hand Auger A2-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 /> Asphalt Date Date <br /> N 07/14/2008 07/14/2008 <br /> 3 Instrument:PID m Notes:Vapor probe set at 5 ft bgs. Groundwater <br /> m <br /> z a ° <br /> FU u m Time Time <br /> o not encountered. <br /> v E o S u <br /> NL L Y <br /> E E 30 <br /> M — Q U) N <br /> o <br /> U m <br /> 0 z,Asphalt:0 to 0.5 ft bgs. <br /> Roadbase:0.5 to 1.0 ft bgs. <br /> A2-sG1-1 1.0-1.5 11:45 1.0 1 SILT(ML):black(10YR2/1),moist;some clay;trace fine sand;reddish brown <br /> 1 11 1 11 mottling;no odor. <br /> m <br /> 2 <br /> Q SILT(ML):dark brown(10YR3/3);moist;little clay;trace fine to medium sand; <br /> no odor. <br /> 3 <br /> SILT(ML):brown(10YR4/3);moist;few to little clay,trace fine to medium sand;trace black nodules <br /> and black coarse sand grains:no odor. <br /> 4 SILT(ML):same as above;no black nodules or sand grains;no odor. <br /> SILT(ML):same as above,few clay,no black inclusions. <br /> 5 <br /> Boring Terminated @ 5.2 ft bgs. <br /> 6- <br /> 7 <br /> 8- <br /> 9- <br /> 10 910 <br /> r" <br /> Logged By: M.Rose 7a <br /> Reviewed By: Fred Kintzer,P.G. Signa#u e !' <br />