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SEE DETAIL <br /> SHT 5 <br /> PROTECTIVE <br /> OPERATIONS LAYER PROTECTIVE <br /> GEOCOMPOSITE (SEE NOTE 1) OPERATIONS LAYER EDGE Of GEOMEMBRANE FILTER <br /> DRAINAGE NET 6"PERFORATED FILTER GEOTEXTILE GEOTEXTILE <br /> HDPE LEACHATE DETAIL <br /> COLLECTION PIPE __1-- GRANULAR DRAINAGE <br /> 1'MIN MATERIAL TERMINATION BERM SHT 7 PROTECTIVE <br /> OPERATIONS LAYER <br /> APPROX2 17 FUTURE WASTE u <br /> 1 PLYWOOD SHEETING, c <br /> LAY CONTINUOUSLY FILL SLOPE amici <br /> GEOSYNTHETIC ////\/�//// oosv� "o= 0�9 i -Y- - -`- p MIN MIN ALONG LINER TERMINATION 2% (BY OTHERS) D <br /> CLAY LINER -- ----- ------------- i <br /> 5'MIN cccoc22'MIN 3 / -o <br /> =1111=III \ 2'MIN —II II-i 1 4'MIN 2 1 Q <br /> II I I_ , III= 6'MIN FILTER 1 ;: at <br /> 60-mil SINGLE TEXTURED 60 mil DOUBLE TEXTURED 2 GEOTEXTILE o <br /> EXTRUSION WELD HDPE GEOMEMBRANE 1 4' 1'MIN <br /> HDPE OTE 2) BRANS _-- \ ° — — o <br /> (SEE NOTE 2) ,_ \\+ -- - --_---_ --- = -- _-__=.-o_- - <br /> CLAYLINER � ( '-p.oaa�•oo�.oCUSHION <br /> ..p• ' 1'MIN <br /> 10'MIN APPROX.17 <br /> GEOTEXTILE1111—ii11— 2'MIN O _1% 2'MIN y <br /> PREPARED =����.= c <br /> _ SUBGRADE = 2'MIN o <br /> / \ EDGE OF —WESTERN ���1 �= CUSHION GEOTEXTILE o� <br /> CLAY LINER APPROX-1P' GRANULAR DRAINAGE <br /> SECTION �A� / \' MATERIAL <br /> NORTH SIDE SLOPE LINER-BASE LINER TRANSITION SHT 3 NATIVE 60-mil DOUBLE TEXTURED c <br /> GROUND <br /> NTS / \ HDPE GEOMEMBRANE N <br /> PLYWOOD <br /> CLAY LINER o <br /> — SECTION C V' <br /> I01� BASE LINER TERMINATION SHT 3 00 <br /> GRANULAR NTS O rn <br /> DETAIL ® GEOTEXTILE N <br /> DRAINAGE PROTECTIVE 2'MIN F4 <br /> SHT 5 MATERIAL OPERATIONS LAYER \ / Z Z rn N <br /> GEOMEMBRANE00 <br /> 6"PERFORATED 60-mil DOUBLE TEXTURED o¢v <br /> HDPE LEACHATE HDPE GEOMEMBRANE <br /> COLLECTION PIPE <br /> o <br /> W N <br /> (SEE NOTE 3) FILTER GEOTEXTILE ` , CC <br /> O O r- v <br /> -_-_ __._o�_o.moo_,. <br /> _-______ <br /> oA°oo° (71 <br /> o 0000°O�go�a�P, oQoo o °___o 00 1'MIN -c <br /> 2'MIN 2'MIN 0' ti <br /> VIII I— I 2 MIN All ill=1111 � _ <br /> 1'MIN CUSHION GEOTEXTILE Z _ <br /> NATIVE J APPROX.12 FEET <br /> GROUND CLAY LINER W � � � <br /> VL O c <br /> Lu U o o- <br /> SECTION © n z CL <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 3 <br /> NTS NOTES: J p hx <br /> N L <br /> 1. THE FIRST 10'OF SIDE SLOPE PROTECTIVE OPERATION LAYER o O <br /> SHALL BE PLACED BY THE CONTRACTOR USING A WHEELED LOADER <br /> FILTER WITH NO EQUIPMENT LOADING ON THE SLOPE.SUBSEQUENT <br /> GEOTEXTILE LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE <br /> PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT <br /> PROTECTIVE GRANULAR DRAINAGE TO A MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE. <br /> OPERATIONS LAYER MATERIAL SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. ul <br /> 2- PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. m <br /> t� <br /> 3. PERFORATION PATTERN:Y2-INCH DIAMETER HOLES AT PIPE THIRD Z n w <br /> 1'MIN --. - '- '- --------- POINTS,SPACED 6-INCHES ON CENTER. a <br /> - o <br /> -------- POINTS,---�------------- ----- <br /> 11 MIN __9s--------- _-�'_az_°n..u._�c_3a9o44P o tOi z LL . <br /> Y MIN <br /> =II=111 =rlf= 3 z LJ <br /> 1111 CUSHION O <br /> LII_ <br /> GEOTEXTILE <br /> NAvGRTOUND 60 mil DOUBLE TEXTURED � (n <br /> HDPE GEOMEMBRANE <br /> CLAY LINER <br /> DETAIL PRA a,y <br /> e� <br /> BASE LINER DETAIL SHT 3 rb.c.nn <br /> NTS <br /> Lro.t2-A-mt2 t <br /> Sheet�of� <br /> Rev <br />