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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 <br /> FILTER <br /> DRAINAGE NET 6"PERFORATED FILTER GEOTEXTILE GEOTEXTILE <br /> HDPE LEACHATE / DETAIL <br /> COLLECTION PIPE GRANULAR DRAINAGE <br /> PROTE <br /> 1'MIN CTVE <br /> TERMINATION BERM <br /> MATERIAL SHT 7 OPERATIONS LAYER N <br /> t l_ a> <br /> APPROX 2 <br /> PLYWOOD SHEETING, 12• FUTURE WASTE c <br /> --------- <br /> _ -- T MIN LAY CONTINUOUSLY FILL SLOPE <br /> GEOSYNTHETIC Jl��J//� -- oosp o=oh�$ � o� mea°� 1 MIN ALONG LINER TERMINATION 2� (BYOTffERSj <br /> ._ .--- ----------- —� <br /> CLAY LINER _ _� '�''--" � <br /> 'MIN 2'MIN <br /> 2'MIN 3 � <br /> 1111-1111'• !III='ll n <br /> 4'MIN 2 1 ¢ <br /> ilii= III= V MIN FILTER —� t ', <br /> 60-mil SINGLE TEXTURED EXTRUSION WELD 60 mil DOUBLE TEXTURED 2 GEOTEXTILE o <br /> HDPE GEOMEMBRANE HDPE GEOMEMBRANE 1 4' o <br /> (SEE NOTE 2) _ _ MIN <br /> --- CLAY LINER 0.oMIN <br /> o"C. °d°C 1' <br /> 10'MIN APPROX.12' CUSHIONi O o <br /> GEOTEXTILE <br /> PREPARED =1111,, 1% 1 2 MIN <br /> 2'MIN o <br /> _ SUBGRADE = 2'MINWESTL <br /> I f 11-1111= =1114_1141 <br /> �+T / \ EDGEER =III) IIII= CUSHION GEOTEXTILE <br /> SECTION A / \ <br /> CLAY LINER APPROX.12' GRANULAR DRAINAGE <br /> SEC 1 <br /> �� / \� NATIVE MATERIAL <br /> NORTH SIDE SLOPE LINER-BASE LINER TRANSITION SHT 3 <br /> GROUND 60-mil DOUBLE TEXTURED <br /> NTS / \ HDPE GEOMEMBRANE N <br /> PLYWOOD 0' <br /> CLAY LINER o <br /> jj <br /> f� <br /> II1�=iilll`11 _ _ SECTION <br /> N <br /> LINER SHT 3 0¢ 00 <br /> GRANULAR `\ I NTS O o) <br /> DETAIL t'�2 GEOTEXTILE-- /PROTECTIVE " N <br /> DRAINAGE T MIN / v Z d <br /> SHT 5 MATERIAL OPERATIONS LAYER <br /> GEOMEMBRANE Z?Q rn <br /> 6 "PERFORATED 60-mil DOUBLE TEXTURED o¢O <br /> HDPE LEACHATE HDPE GEOMEMBRANE a <br /> COLLECTION PIPE :D w O <br /> (SEE NOTE 3) FILTER GEOTEXTILE ` O O U <br /> N Z b <br /> = V MIN <br /> - -' - '-- -'--' - - - - - ------ ¢ O <br /> 0 000°0 ooc°�c(oor,2¢9 oO�poohoo°Oo° <br /> --- --- -a---_ - - - VMIN Cl <br /> 0 <br /> 2'MIN 2'MIN <br /> lif= I __ z.MIN =!lif=llll <br /> 1'MIN I,I— illi= CUSHION GEOTEXTILENATIVE <br /> J Z m <br /> � ¢ m <br /> LT <br /> GROUND APPROX.12 FEET CLAY LINER LW � <br /> Q c <br /> Z U CL <br /> a <br /> SECTION <br /> ca Z a¢ <br /> LEACHATE COLLECTION TRENCH AND PIPE <br /> SHT 3 y C <br /> NTS NOTES: J p ms <br /> x <br /> v <br /> C3 u <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 /> GEOTEXTILE CLAY LINER LIFTS OF SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE <br /> GENERAL 60-mil SINGLE TEXTURED CLAY PLACED BY THE OWNER IN CONJUCTION WITH WASTE PLACEMENT <br /> GRANULAR PROTECTIVE <br /> EARTHFlLL HDPE GEOMEMBRANE EARTHFILL TO A MAXIMUM HEIGHT OF 10'ABOVE THE LEVEL OF REFUSE. <br /> PROTECTIVE GRANULAR DRAINAGE DRAINAGE OPERATIONS LAYER <br /> OPERATIONS LAYER MATERIAL 20' 3' MATERIAL SUBSEQUENT LIFTS SHALL ALSO BE PLACED WITH A WHEELED LOADER. <br /> _Z N <br /> g 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. Q <br /> 1'MIN = _ - — — — _ 3. POINTS, T INCHES ON CH DIAMETER HOLES AT PIPE THIRD a o <br /> J1 1� w <br /> 1'MIN °�40 4"�__-�_°a_..___ °° �_dL aa_°1 a_�a�X42 — — — — — O o <br /> 2'MIN Z �p L� Z <br /> 2'MIN ¢ <br /> =till=III =ill=1 Z <br /> illi=NATIVE —� CUSHION illi= CLAY LINER PLYWOOD CUSHIONGEOTEXTILE 3 O <br /> GEOTEXTILE ~ <br /> GROUND 60 m�DOUBLE TEXTURED CUSHION GEOTEXTILE 60-mil DOUBLE TEXTURED N <br /> HDPE GEOMEMBRANE HDPE GEOMEMBRANE <br /> CLAY LINER <br /> OF Stp <br /> DETAIL SECTION �p� ���'P a <br /> BASE LINER DETAIL SHT 3 SOUTHERN BASE LINER TERMINATION SHT 3 C4 r <br /> NTS NTS 10 <br /> Sheet4 of_9— <br /> Rev <br />