Laserfiche WebLink
PARSONS Field Boring Log <br /> 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 D3-1 <br /> Sampling Method <br /> 24"PVC Sleeves/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 07/08/2008 07/08/2008 <br /> 3 Instrument:PID m 6 Notes:Groundwater first encountered at 8 ft bgs. <br /> s ° r i m Time Time <br /> z > <br /> OW Mn N C O <br /> n Q E m o a J 08:20 09:25 <br /> E o Q m N <br /> m U) m p <br /> rn <br /> 0 ',Asphalt/aggregate:0 to 0.5 ft bgs. <br /> ... tea. <br /> CLAY(CL):very dark brown(10YR3/2);dry;fewsilt;mottled;moderately stiff;no odor. <br /> D3-1-1 1.0-1.5 08:51 0.0 501.0 0.0 1 <br /> CLAY to Silty CLAY(CL):same as above,few to little silt. <br /> a`� <br /> Q2—CLAY(CL):same as above,few silt. <br /> -a CLAY(CL):same as above,dark yellowish brown(10YR4/4);black material. <br /> m <br /> D3-1-3 3.0-3.5 08:59 = 226.0 3 <br /> 4 CLAY(CL):same as above,no black material. <br /> D3-1-5 5.0-5.5 09:05 188.0 <br /> 5—CLAY(CL):same as above,interbedded black(10YR2/1). <br /> Silty CLAY(CL):same as above,some silt. <br /> 0.0 0.0 6 Clayey SILT(ML):dark yellowish brown(10YR4/4);no mottling;little to some moderately stiff clay. <br /> H <br /> Clayey SILT(ML):same as above,no mottling,little clay;few sand. <br /> 7 Silty SAND(SM):weak red(2.5YR5/2),moist;few clay;little silt. <br /> D3-1-8 7.5-8.0 09:22 33.1 SAND(SP):weak red(2.5YR5/2);Saturated;few clay,few silt,no odor. <br /> 8 Boring Terminated @ 8 ft bgs. <br /> 9- <br /> 10— <br /> Logged <br /> 10Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. Signature. <br /> 4( j` <br />