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EDGE OF GEOMEMBRANE <br /> GEOTEXTILE <br /> FUTURE PROTECTIVE DETAIL <br /> OPERta7€ONS LAYER TERMINATION BERM SHT8 <br /> PROTECTIVE <br /> (BY OTHERS) GEOCOMPOSITE OPERATIONS LAYER <br /> PLYYWOOD SHEETIN 1T FUTLIRE V ASTE <br /> PROTECTIVE ALONG LINER TERMINATION (BY FILL <br /> SLOPE O HERS) d <br /> OPERATIONS LAYER . w <br /> 1• X (SEE NOTE 1) 71 <br /> _ -,••\�.... <br /> 11�N a o FILTER GEOTEXTILE '_ .. n. <br /> 1 ¢ GRANULAR DRAINAGE 6 MIN 4'MIN 1 <br /> 2 _--�MATERIAL � GEOTEXTILE � � ..., o <br /> GEOSYNTHETIC `• '` 1'MIN 1 -_ .-__ _: p <br /> CLAY LINER 0000 ce V MIN 1'MIN <br /> ..!MIFF:- S 1'MIN <br /> NATIVE GROUND = 2'MIN12'MIN _1% 2'MIN yr <br /> PREPARED JIII, c <br /> 60-mil SINGLE TEXTURED SUBGRADE I III=_�= 7 MIN -111=III( O <br /> HDPE GEOMEMBRANE 5 MIN CUSHION GEOTEXTILE / WESTERN > <br /> (SEE NOTE 2) EDGE OF r=I(I I I I I L CUSHION GEOTEXTILE d <br /> DOUBLETEXTURED CLAY LINER <br /> HDPE <br /> yyF�n HDPE GEOMEMBRANE / APPROX.12' GRANULAR DRAINAGE <br /> / <br /> CLAY LINER NATIVE MATERIAL <br /> GROUND 60-mil TEXTURED <br /> / \ HDPE GEOMEMBRANE N <br /> PLYWOOD CLAY LINER o <br /> SECTION A <br /> SLOPE LINER-BASE LINER TRANSITION SHT4 I HILL_ _ �i— SECTION �C� <br /> _Illi / EASTERN BASE LINERTERMINATiSHT 3 ¢ 00 <br /> GRANULAR NTS 0) <br /> cli <br /> DETAILGEOTEXTTLE y <br /> DRAINAGEPROTECTIVE MIN c� <br /> SHT 6 MATERIAL OPERATIONS LAYER \ / U F I <br /> GEOMEMBRANE ?(n 00 <br /> 6'PERFORATED 60-mll DOUBLE TEXTURED p a v 0)HDPE LEACHATE HDPE GEOMEMBRANE � <br /> COLLECTION PIPE ¢ =a o <br /> {SEE NOTE 3) FILTER GEOTEXTILE ' / 0 0 UJ <br /> N <br /> -- L� N Z of <br /> - _ - r 1'MIN ¢ cc <br /> _ <br /> 00000000-- '--'`_-- -�__ <br /> o----a - a o ° o Qo 0% 1'MIN o� -c <br /> o� ooa$g'f�o�S; o oCb rn Q. <br /> 2'MIN 2'MIN <br /> _ ZAINFl <br /> —lllf ili <br /> 1'MIN L lj= CUSHION GEOTEXTILE z <br /> Z ° <br /> � ¢ m <br /> NATIVE AP X.12 FEET CLAY LINERLl <br /> W z J <br /> GROUND <br /> C9 a M j <br /> Z U 3 a <br /> SECTION rg� Z <br /> Q <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 3 W c } <br /> NTS NOTES., J p y J <br /> 1. THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER Z <br /> GEOSYNTHEIIC SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER O <br /> FILTER WITH NO EQUIPMENT LOADING ON THE SLOPE.SUBSEQUENT <br /> GEOTEXTILE CLAY LINER LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE W <br /> GENERAL 60-na"I SINGLE TEXTURED CLAY GRANULAR PROTECTIVE PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT <br /> PROTECTIVE GRANULAR DRAINAGE EARTHFILL HDPE GEOMEMBRANE EARTHFILL pR/�NAGE OPERATIONS LAYER TO A MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE. <br /> OPERATIONS LAYER MATERIAL 20' 3' MATERIAL Z SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER J d <br /> 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. � �¢ w <br /> 1'MIN :::=:''- =.- .'-: :- -':` _.: ..- _ _ 1; -iba 3• PO NTS PERFOSPACED 6 TION INCHES O CENTER.HDDIAMETER HOLES PE THIRD ¢ o o a <br /> --------------00000000-- 0000 -0000-------------------- <br /> 1'MIN .: °°°'---=-- a- . <br /> °° ^�-0000__ _ __m_Qn.-J1A-�°A91_c44 J i Z Ld< <br /> r MIN Z p 4 ¢Q <br /> 2MIN 2 a Za m <br /> IL CUSHION II l CLAY LINER PLYWOOD CUSHION GEOTEXTILE O O Z <br /> GEOTEXTILE <br /> GROUND 60 ml DOUBLE TEXTURED CUSHION IVEGEOTEXTILE 60-m3 DOUBLE TEXTURED N - Q <br /> HDPE GEOMEMBRANE HDPE GEOMEMBRANE F <br /> CLAY LINER <br /> DETAIL SECTION w <br /> a <br /> BASE LINER DETAIL SHT 3 SOUTHERN BASE LINER TERMINATION SHT 3 <br /> NTS NTS !� <br /> Sheet--5-OfJL— <br /> Rev LL <br />