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NORTHERN BASE LINER TERMINATION <br />SECTION <br />NTS <br />SHT 3 <br />C <br />2' MIN <br />LEACHATE COLLECTION TRENCH AND PIPE <br />CLAY LINERAPPROX. 12 FEET <br />MATERIAL <br />DRAINAGE <br />GRANULAR <br />SECTION <br />SHT 5 <br />NTS <br />1' MIN <br />(SEE NOTE 1) <br />COLLECTION PIPE <br />HDPE LEACHATE <br />6" PERFORATED <br />2DETAIL <br />GROUND <br />NATIVE <br />2' MIN <br />CUSHION GEOTEXTILE <br />HDPE GEOMEMBRANE <br />60-mil DOUBLE TEXTURED <br />FILTER GEOTEXTILE <br />OPERATIONS LAYER <br />SHT 3 <br />PROTECTIVE <br />A <br />1' MIN <br />1' MIN <br />2' MIN <br />MATERIAL <br />GRANULAR DRAINAGE <br />HDPE GEOMEMBRANE <br />60 mil DOUBLE TEXTURED <br />BASE LINER DETAIL <br />OPERATIONS LAYER <br />PROTECTIVE <br />1' MIN <br />1' MIN <br />DETAIL <br />2' MIN <br />GROUND <br />NATIVE <br />NTS <br />CUSHION <br />GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />CLAY LINER <br />NOTES: <br />SHT 3 <br />1 02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet wfu-23sht044 SECTIONS AND DETAILS12' <br />4' MIN <br />4' <br />FUTURE WASTE <br />FILL SLOPE <br />(BY OTHERS) <br />2' MIN <br />1 <br />3 <br />2 <br />1 <br />60-mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />NATIVE <br />GROUND <br />CLAY LINER <br />DETAIL <br />1% <br />BSECTION <br />NTS <br />EASTERN BASE LINER TERMINATION <br />2' MIN <br />2' MIN <br />PROTECTIVE <br />OPERATIONS LAYER <br />2% <br />APPROX. 12' <br />6' MIN <br />1' MIN <br />1' MIN <br />GEOMEMBRANE <br />2' MINGEOTEXTILE <br />GRANULAR DRAINAGE <br />MATERIAL <br />2 <br />1 <br />5 <br />PREPARED <br />SUBGRADE <br />EDGE OF GEOMEMBRANE <br />SHT 3 <br />PLYWOOD SHEETING, <br />LAY CONTINUOUSLY <br />ALONG LINER TERMINATION <br />PLYWOOD <br />SHT 7 <br />EASTERN <br />EDGE OF <br />CLAY LINER <br />CUSHION GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />1.SEE SPECIFICATIONS FOR PERFORATION PATTERN. <br />2.TERMINATION BERM SHALL BE CONSTRUCTED OF <br />CLAY EARTHFILL MATERIAL. <br />TERMINATION BERM <br />(SEE NOTE 2) <br />12' <br />4' MIN <br />4' <br />FUTURE WASTE <br />FILL SLOPE <br />(BY OTHERS) <br />2' MIN <br />1 <br />3 <br />2 <br />1 <br />60-mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />NATIVE <br />GROUND <br />CLAY LINER <br />1%2' MIN <br />PROTECTIVE <br />OPERATIONS LAYER <br />2% <br />APPROX. 12' <br />6' MIN <br />1' MIN <br />1' MIN <br />GEOMEMBRANE <br />2' MINGEOTEXTILE <br />GRANULAR DRAINAGE <br />MATERIAL <br />2 <br />1 <br />PREPARED <br />SUBGRADE <br />EDGE OF GEOMEMBRANE <br />PLYWOOD SHEETING, <br />LAY CONTINUOUSLY <br />ALONG LINER TERMINATION <br />PLYWOOD <br />EASTERN <br />EDGE OF <br />CLAY LINER <br />CUSHION GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />TERMINATION BERM <br />(SEE NOTE 2) <br />NOTE: CONTRACTOR SHALL PROVIDE AN ACCESS <br />RAMP TO ENTER AND EXIT THE CELL AS <br />DIRECTED BY THE OWNER.