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PVC CAP (DO NOT CEMENT) <br /> EXISTING GRADE PVC PIPE SCH. 80 PVC PIPE SCH. 80 <br /> SLOPES 4:1 (H:V) o (2" DIA) (3" DIA) <br /> (NOT SHOWN IN 5 tt <br /> t <br /> THIS SECTION) <br /> 19 <br /> N <br /> S. <br /> o <br /> wt <br /> SOIL BACKFILL <br /> BENTONITE PLUG <br /> N <br /> 04 <br /> t o SOIL BACKFILL, COMPACT IN <br /> LIFTS (2 FT MAXIMUM LIFT) <br /> w <br /> w d M <br /> LU <br /> to = <br /> N t <br /> DRAIN ROCK <br /> o • <br /> REFUSE xo k'z <' ' 3 PERFORATED PVC PIPE SCH. 80 <br /> a W F' " (1/2" DIA HOLES, 12 PER FOOT, <br /> ii w a EVENLY DISTRIBUTED) <br /> 00 W(n j <br /> 'AV 4 <br /> •s. <br /> CL • <br /> APPROX. BOTTOM OF EXIST. iv ` PVC CAP <br /> REFUSE (UNLINED LANDFILL) , <br /> PERFORATE <br /> ; . BENTONITE OR NEAT CEMENT <br /> C) `N <br /> N CPLG (IF NEEDED) W/ 3 EA SS SCREWS <br /> CL ;t, <br /> CL <br /> v <br /> L~i <br /> C) <br /> CL <br /> W +� <br /> o BENTONITE PLUG (IF NEAT CEMENT <br /> J N IS USED ABOVE) <br /> N Q a <br /> 0 0 :. • :. _ t ` DRAIN ROCK <br /> .. .. ,. <br /> W o , •,. . <br /> 00 00 A: PERFORATED PVC PIPE SCH. 80 <br /> vWi (1/2" DIA HOLES, 12 PER FOOT, <br /> n ® ..•• `�' - EVENLY DISTRIBUTED) <br /> PVC CAP <br /> PERFORATE <br /> 24" MIN <br /> Notes DIAMETER <br /> Drawing is not to scale. BOREHOLE <br /> Construction materials are tentative,subject to regulatory review. <br /> COUNTY OF SAN JOAQUIN HANEY LANE DUAL EXTRACTION WELL FIGURE 6 <br /> SANITARY LANDFILL <br />