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 B1=1 <br /> Sampling Method <br /> 24"PVC Sleeves/8 ounce Glass Jars Sheet <br /> Background Conditions 1 of 1 <br /> Sunny,dry Drilling <br /> Surface Conditions Start Finish <br /> Datum: Asphalt Date Date <br /> u07/09/2008 07/09/2008 <br /> 3 Instrument:PID m m Notes:Groundwater not encountered. <br /> i <br /> z co '- r Time Time <br /> N NTE_ <br /> L C t w <br /> E <br /> Em N 09:40 10:40 <br /> m - Q m <br /> U) <br /> 0.0 0.0 0 <br /> Asphalt/aggregate:0 to 0.5 ft bgs. <br /> ................ <br /> ............... <br /> 61-1-1 1.0-1.5 09:58 7.7 1 Silty CLAY(CL):very dark grayish brown(10YR312);slightly moist;little to some <br /> — 1111111i silt;trace black material,moderately stiff;no odor;no staining. <br /> SILT ML):black(10YR2/1);dry;few clay;no odor;no staining <br /> Q 0.0 0.2 2 i Silty CLAY(CL):very dark gray(t0YR3/1);moist;few to little silt;trace black material,moderately <br /> .. stiff:no odorno staining, <br /> c <br /> m <br /> B1-1-3 3.0-3.5 10:07 = 11.3 3 Silty CLAY(CL):same as above;trace gravel. <br /> 0.0 1.3 <br /> 4 Silty CLAY(CL):same as above,mottled. <br /> Silty CLAY(CL):same as above;brown(10YR513);little to some silt. <br /> B1-1-5 5.0-5.5 10:17 6.85 <br /> 0.0 0.1 SILT(ML):brown(10YR4/3);dry;few clay;no odor. <br /> 6 SILT(ML):same as above;interbedded, black(10YR2/1);trace to few clay. <br /> SILT(ML):same as above;slightly moist;few fine-grained sand;no clay. <br /> 7 Sandy SILT(ML):same as above;moist;some fine-grained sand. <br /> 81-1-8 7.5-8.0 10:34 8.0 :i:SAND(SM):brown(10YR5/3);very moist;few to little silt;interbedded very dark grayish brown <br /> 8 Boring Terminated @ 8 ft bgs. <br /> 9- <br /> 10 <br /> Logged By: S.Gutner <br /> Reviewed By: Fred Kintzer,P.G. Signature: 41#(j, <br />