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11CUSHION <br />GEOTEXTILE <br />SHT 4LEACHATE COLLECTION TRENCH AND PIPE <br />NTS <br />DETAIL 2 <br />CLAY LINER <br />6 <br />6" HDPE PIPE <br />SDR II - PERFORATED <br />(SEE NOTE 1) <br />6 <br />HDPE GEOMEMBRANE <br />60-mil DOUBLE TEXTURED <br />GEOTEXTILE <br />1' MIN <br />1' MIN <br />FILTER <br />COARSE GRAVEL <br />12"1 <br />2 <br />3" MIN <br />FILTER <br />GEOTEXTILE <br />1' MI <br />N <br />MIN2 <br />3" MIN <br />1 <br />1' <br />M <br />I <br />N <br />PROTECTIVE <br />OPERATIONS LAYER <br />3" MIN <br />1' MIN <br />1' MIN <br />DRAINAGE <br />MATERIAL <br />GRANULAR <br />NOTES:02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet wfu-23sht055 <br />1.SEE SPECIFICATIONS FOR PERFORATION PATTERN. <br />2.OVERLAP EXISTING UNDAMAGED GEOTEXTILE AND WMU FU-23 <br />GEOTEXTILE A MINIMUM OF 2 FEET. <br />3.KEY NEW CLAY LINER INTO EXISTING CLAY LINER. <br />4.CONNECT EXISTING AND WMU FU-23 PIPE USING APPROPRIATE COUPLING.SECTIONS AND DETAILSEXISTING GEOTEXTILE <br />EXISTING COARSE GRAVEL <br />EXISTING 60-mil TEXTURED <br />HDPE GEOMEMBRANE <br />EXISTING CLAY LINER <br />GRANULAR DRAINAGE <br />MATERIAL <br />WELD <br />3DETAIL <br />NTS <br />3' MIN <br />2' <br />MIN <br />2' <br />MIN <br />WMU FU-23 <br />GEOTEXTILE <br />(SEE NOTE 2) <br />WMU FU-23 <br />6" PERFORATED <br />HDPE PIPE, SDR 11 <br />(SEE NOTE 4) <br />EXISTING 6" PERFORATED <br />HDPE PIPE, SDR 11 <br />SHT 6 <br />WMU FU-23 CUSHION <br />GEOTEXTILE <br />(SEE NOTE 2) <br />WMU FU-23 <br />60-mil TEXTURED <br />HDPE GEOMEMBRANE <br />EXISTING CUSHION <br />GEOTEXTILE <br />EXISTING GRANULAR <br />DRAINAGE MATERIAL <br />WMU FU-23 <br />CLAY LINER <br />(SEE NOTE 3)