Laserfiche WebLink
Project No.: 99008-008321.03 BORING NO. <br /> 0LOG OF SOIL BORING Project Name: Proposed Walgreen Store#02680 <br /> Location: Stockton,California BV-4 <br /> Logged By: A.Abegg <br /> c <br /> } o z <br /> w¢ wWw ¢ " DESCRIPTION <br /> > J> J w S W = <br /> �w fCL <br /> � f � w a i QCT v <br /> E <br /> H O n <br /> vai? vai vQi <br /> mottled yellowish brown to orange <br /> 21 <br /> ML <br /> 22 <br /> 23-- <br /> SID SAND <br /> 30 0.3 1215 24 ML brown,loose,dry <br /> m SILT,brown.stiff <br /> CL SAND,brown,loose.dry to damp <br /> 25 CLAY TO CLAYEY GRAVEL <br /> brown,soft to stiff.damp <br /> SILTY CLAY <br /> 26 light brown with orange-red mottling.very stiff,damp to dry <br /> ML <br /> in <br /> 27 <br /> r <br /> 36 0.1 1220 28 (Soil sample BV4@27.5-28'analyzed for TPH and VOCs) <br /> --————————————————————————————— <br /> > SILT <br /> m brown with orange and black mottling,very stiff,damp to dry <br /> 29 <br /> ML <br /> 30-- <br /> 31 SILTY CLAY <br /> 42 0.1 1230 brown with orange and black mottling,very stiff,damp <br /> > 32 <br /> m CL <br /> 33 <br /> SILT <br /> ML brown with orange and black mottling,medium stiff to stiff.damp to moist <br /> 35 SAND <br /> SP brown,loose,moist <br /> 36 1.0 1250 <br /> 36 <br /> m <br /> 37 Bottom of boring at 36 feet bgs. <br /> 38 Groundwater sampled(BV-4 analyzed for TPH and VOCs) <br /> 39-- <br /> 40-- <br /> 41-- <br /> 42-- <br /> 43-- <br /> 44-- <br /> Page <br /> 94041424344Page 2 of 2 <br />