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EDGE OF WMU FUS <br />GEOMEMBRANE <br />10' FUTURE WASTE <br />FUTURE PROTECTIVE FILL SLOPE <br />OPERATIONS LAYER APPROX (BY OTHERS) bi <br />='= e (BY OTHERS) GEOCOMPOSITE <br />PROTECTIVE 3 c <br />PROTECTIVE TERMINATION OPERATIONS LAYER ` 1 i <br />OPERATIONS LAYER BERM FILTER T /' <br />(SEE NOTE 1) 4, z GEOTEXTILE <br />H � <br />M� ao FILTER GEOTEXTILE N APPROX f a <br />1(_ ¢ GRANRw R DRAINAGE 6' 1 _) ;_i — _ _'—_ — I ;_ —11 0 <br />MATE <br />2 _ _ 1' MIN O <br />GEOSYNTHETIC 1' MIN - '+>�- +°� — — moo— •° oo: g$•�— — — 1' MIN <br />CLAY LINER — �, „ V MIN GENERAL <br />EARTH FILL 2' MIN <br />NATIVE GROUND 2 MIN <br />_ GRANULAR c <br />60-ml SINGLE TEXTURED DRAINAGE MATERIAL o <br />HDPE GEOMEMBRAN 5 MIN EASTERN EDGE V1 <br />(SEE NOTE 2) CUSHION L GEOTEXTILE OF CLAY LINER 60-mfl DOUBLE TEXTURED <br />60-mil DOUBLE TEXTURED HDPE GEOMEMBRANE <br />WELD HDPE GEOMEMBRANE <br />CLAY LINERCUSHION CLAY LINER 2- <br />1J2"x4'x6' CDX GEOTEXTILE ci <br />FILTER PLYWOOD m <br />SECTION GEOTEXTILE <br />FF I <br />SLOPE LINER - BASE LINER TRANSITION SHT 4 '� ° ; d CUSHION <br />NTS �O °e ,Oe GEOTEXTILE Q 00 <br />GRANULAR — i _ m 2 iN <br />DETAIL 2 DRAINAGE PROTECTIVE �j =in -1 <br />SHT 6 MATERIAL OPERATIONS LAYER z f- °" N <br />1' 60-MIL DOUBLE TEXTURED <br />N¢ rn <br />6" PERFORATED 60 mil DOUBLE TEXTURED MIN 2' MIN HDPE GEOMEMBRANE ¢ U <br />HDPE LEACHATE HDPE GEOMEMBRANE v 0 <br />COLLECTION PIPE <br />(SEE NOTE 3) FILTER GEOTEXTILE O O "`w <br />11 MIN SECTION RC1 0,¢ o <br />-- 0- <br />8 ,p <br />o coo 000° 0 o� ° - "--° - ° o $ 0 oS 1'MIN EASTERN BASE LINER TERMINATION SHT4 <br />2' MIN 2' MIN NTS <br />� r„rrI1N 11 ill C9 <br />1' MIN CUSHION GEOTEXTILE Z <br />NATIVEAPPROX 12 FEET W of <br />GROUND CLAY LINER Z O <br />Z U 3 n <br />W E! Q <br />SECTION <br />J <br />LEACHATE COLLECTION TRENCH AND PIPE SHT 4 W 0 Y <br />NTS NOTES: m L <br />1, THE FIRST 10' OF SIDE SLOPE PROTECTIVE OPERATION LAYER <br />SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER <br />GEOSYNTHETIC WITH NO EQUIPMENT LOADING ON THE SLOPE. SUBSEQUENT <br />FILTER <br />FILTER <br />GEOTEXTILE CLAY LINER LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE <br />6D4WI SINGLE TEXTURED CLAY GRANULAR PROTECTIVE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT <br />PROTECTIVE GRANULAR DRAINAGE GENERAL HDPE GEOMEMBRANE EARTHDRAINAGE OPERATIONS LAYER TO A MAXIMUM HEIGHT OF 10' ABOVE THE LEVEL OF REFUSE. <br />OPERATIONS LAYER MATERIAL EARTHFILL 20 3' MATERWL SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER <br />z N <br />z 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL _j <br />i u- uj <br />t¢- <br />P g, <br />1 1 ; .. .:.�: ..:.�:.. 3 PERFORATION <br />DIAMETER AT PIPE THIRD <br />p <br />1'MIN oPOIINTSSPACED 64NCHES ON CENTER <br />C3 <br />1'MINsf °• a !A- b :Z IL *-0&- z <br />2 MIN z 4. GRADE TOP OF TERMINATION BERM TO MATCH SURROUNDING GROUND ¢ <br />2' MIN2• SURFACE. O Z <br />JL� CUSHION JJ_ CLAY LINER PLYWOOD CUSHIONGEOTEXTILE U <br />GEOTEXTILE <br />NATIVE CUSHION GEOTDRLE 60.4nit DOUBLE TEXTURED N <br />GROUND 60 m6 DOUBLE TEXTURED HOPE GEOMEMBRANE <br />HDPE GEOMEMBRANE <br />CLAY LINER <br />DETAIL SECTION %D1 <br />BASE LINER DETAIL SHT 4 EASTERN BASE LINER TERMINATION SHT4 <br />NTS IN SOUTHEAST CORNER <br />NTS Sheet5-of12_ <br />Rev <br />