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DDJC-Tracy BioventinglSVB Remedial Action Work Plan and Constuction QC Plan <br /> Sch 40 PVC Cap Flush Mounted <br /> Christy Box <br /> (Traffic Rated) <br /> —.-Groundu�urfaee <br /> r 7 X 77—X- <br /> Grout with 5%Bentonite <br /> Schedule 40 PVC <br /> Diameter= 1.0" <br /> -------- 3'BGS <br /> #30 Washed Silica <br /> Sand Bridge <br /> ---------- 4'BGS <br /> #3 Silica Sand Filter Pack <br /> 5'[JGS <br /> 1"Schedule 40 <br /> PVC Screen 10 Slot <br /> Grout= 4 lbs. powdered <br /> bentonite and <br /> 8 gallons of water <br /> per 94 Ib.sack <br /> of cement <br /> End Cap ------------ 10.5'BGS <br /> 6"Borehole Total Depth =11.0' 11'BGS <br /> M63 <br /> 7.q+:8V&N*nNWEU,DFLXLZ.CDn-wo 5mo mc7 <br /> Figure 5-8. Background Monitoring Point W0003)Construction Details, <br /> SWW 24,DDJC-Tracy <br /> SECT-5.noc 5•17 30 scPttmbar 1999 <br /> TI/2 #!£E:iNN609 �1VNOI,1VNNIN1 NVI4VN! UOT:B ! 0 -Zi-6 ! V3 IMIS <br />