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02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet ISSUED FOR BID9 SECTIONS AND DETAILSSOUTH SLOPE LINER - TOP SLOPE <br />SECTION <br />NTS <br />SHT 3 <br />H <br />60-mil SINGLE TEXTUREDNATIVE <br />SLURRY CEMENT <br />MIXTURE <br />BACKFILL WITH <br />ISECTION <br />TERMINATION OF <br />SIDE SLOPE LINER <br />NTS <br />SHT 3 <br />(SEE NOTE 1) <br />HDPE GEOMEMBRANE <br />GEOSYNTHETIC CLAY LINER 3" MIN <br />OR SUBGRADE <br />FILL <br />GROUND3'5' MIN <br />GEOCOMPOSITE <br />DRAINAGE NET <br />OPERATIONS LAYER <br />PROTECTIVE <br />SECTION <br />NTS <br />SIDE SLOPE LINER CONNECTION <br />J <br />SHT 3 <br />NOTES: <br />1.PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR <br />GCL. <br />2.SEE SPECIFICATIONS FOR PERFORATION PATTERN. <br />3.OVERLAP NEW WMU FU-23 GEOCOMPOSITE DRAINAGE NET AND <br />EXISTING UNDAMAGED WMU FU-19 GEOCOMPOSITE DRAINAGE NET <br />A MINIMUM OF 3 FEET AND SEAM. <br />4.CONTINUALLY WELD NEW, WMU FU-23 HDPE GEOMEMBRANE TO <br />EXISTING UNDAMAGED WMU FU-19 HDPE GEOMEMBRANE. <br />5.OVERLAP NEW WMU FU-23 GEOSYNTHETIC CLAY LINER AND <br />EXISTING UNDAMAGED WMU FU-19 GEOSYNTHETIC CLAY LINER A <br />MINIMUM OF 3 FEET. <br />6.OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE <br />GEOCOMPOSITE DRAINAGE NET. THE PROTECTIVE PLASTIC <br />COVERING SHALL BE REMOVED (BY OWNER) BEFORE THE SIDE <br />SLOPE OPERATIONS LAYER IS PLACED AGAINST THE <br />GEOCOMPOSITE DRAINAGE NET. THE SIDE SLOPE PROTECTIVE <br />OPERATIONS LAYER SHALL BE PLACED IN CONJUNCTION WITH <br />WASTE PLACEMENT (BY OWNER) TO A MAXIMUM HEIGHT OF 10' <br />ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE THE SIDE <br />SLOPE OPERATIONS LAYER USING A WHEEL LOADER, WITH NO <br />EQUIPMENT LOADING ON THE SLOPE. OWNER SHALL PROVIDE <br />TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. <br />TEMPORARY ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br />7.THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER <br />SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER <br />WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT LIFTS <br />OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED <br />BY THE OWNER IN CONJUNCTION WITH WASTE PLACEMENT TO A <br />MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. <br />SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED <br />LOADER. <br />8.TIE WEST END OF ANCHOR BERM INTO EXISTING ANCHOR BERMS. <br />3' MIN <br />GROUND <br />NATIVE <br />ANCHOR <br />TRENCH 7' MIN3' <br />MIN <br />GEOSYNTHETIC <br />CLAY LINER <br />GROUND <br />NATIVE <br />2 <br />1 <br />OPERATIONS LAYER <br />FUTURE PROTECTIVE <br />2' MIN FILL SLOPE <br />1 2 <br />ANCHOR <br />BERM <br />1 3'1 <br />EARTH FILL <br />GENERAL <br />3 <br />1 <br />(BY OTHERS) <br />(BY OTHERS) <br />FUTURE WASTE <br />CLAY EARTHFILL 60 mil SINGLE TEXTURED <br />HDPE GEOMEMBRANE <br />(SEE NOTE 1) <br />PROTECTIVE PLASTIC COVERING <br />(BY OWNER) (SEE NOTE 6) <br />GEOCOMPOSITE DRAINING NET <br />6" <br />3' MIN <br />3" MIN3'BACKFILL WITH <br />SLURRY CEMENT <br />MIXTURE <br />GEOCOMPOSITE <br />DRAINAGE NET <br />60-mil TEXTURED <br />HDPE GEOMEMBRANE <br />GEOSYNTHETIC <br />CLAY LINER <br />GEOCOMPOSITE <br />DRAINAGE NET <br />(SEE NOTE 3) <br />GEOSYNTHETIC <br />CLAY LINER <br />(SEE NOTE 5) <br />WMU EXISTINGWMU FU-23 <br />60-mil SINGLE-SIDED <br />TEXTURED HDPE <br />GEOMEMBRANE <br />(SEE NOTE 4) <br />TERMINATION/ANCHOR TRENCH (SEE NOTE 8)