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DDJC-Tracy Bioventing/SVE Remedial Action Work Plan and Construction QC Plan <br /> Soh 40 PVC Cap Flush Mounted <br /> Christy Box <br /> (Traffic Rated) <br /> __...'13-rou�n Su arm <br /> y r y �riirr rY <br /> Grout with 5%Bentonite <br /> Schedule 40 PVC <br /> Diameter= 2.0" <br /> ---------- 3'BGS <br /> #30 Washed Silica <° c <br /> Sand Bridge : kK <br /> --------- 4'BGS <br /> #3 Silica Sand Filter Pack <br /> ---------• 5'BGS <br /> 2"Schedule 40 <br /> PVC Screen 10 Slot <br /> Grout = 41bs. powdered <br /> bentonite and <br /> 8 gallons of water <br /> per 94 Ib.sack <br /> of cement <br /> End Cap :.,. . . . ...'..,: ,: ---------- 11.5'BGS <br /> 1I I <br /> 3"Borehole ............ <br /> 12'BGS <br /> Total Depth = 12.0' <br /> TmcASVE-DwIiM'ELI.DETNLS.CDR-VMO VIPAsncz <br /> Figure 5-6. VW0001 Construction Details, SWMU 24,DDJC-'IYacy <br /> UA106 0 1 <br /> S['Cr�S.000 5-I5 30 Scptember 1999 <br /> Ti/t #�OUC89tCOZ Nvlays1 NVGO 8 ' 0 -ZT-6 tlJ "e JeS-8iCZZ9C9T6 A9 .L.N3S <br />