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NOTES: <br /> 1.PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL <br /> 2 PERFORATION PATTERN:Yz-INCH DIAMETER HOLES AT PIPE THIRD <br /> POINTS,SPACED 64NCHES ON CENTER. Iri <br /> U <br /> N <br /> N <br /> N <br /> K <br /> o <br /> c <br /> 0 <br /> .T <br /> a <br /> U <br /> N <br /> O <br /> O <br /> ¢ pp <br /> PROTECTIVE C N <br /> OPERATIONS LAYER � �I <br /> GEOTEXfILE z <br /> FILTERF 0) N <br /> 3"MIN COARSE GRAVEL cl 3 v rn <br /> --------- <br /> --O O---O------------ �_ <br /> 000 <br /> 6'nnw 1 MIN °Oo °° °o°° °o° °� °o o Oo °O o°1��.� Li <br /> 1 Miti GRANULAR o o�c°-0 T MIN o o <br /> PROTECTIVE FILTER <br /> ass � DRAINAGE Z <br /> ... ' —OPERATIONS LAYER °W °<P0 00 °° OO GEOTEXTILE f _ MATERIAL <br /> s O <br /> 00 O <br /> —_(Ili —_II IIC 11= ----___o o-__ O 1��� o o°Qo o°�°o° a o���d'•� 21 <br /> GEOCOMPOSITE ___ <br /> DRAINAGE NET 1'MIN - = __ 3"MIN 3'MIN __�c=�-� 1'MIN <br /> CUSHION <br /> NATIVE 60 mil SINGLE TEXTURED GEOTEXTILE 1 i -- - 1 g <br /> GROUND HDPE GEOMEMBRANE 6 6 <br /> OR SUBGRADE (SEE NOTE 1) W z i� o <br /> BACKFILL WITH FILL <br /> SLURRY CEMENT �3"MIN GEOSYNTHETIC CLAY LINER 6'HDPE PIPE 60 m8 DOUBLE TEXTURED <br /> SLURRY <br /> MIXTURE CLAY LINER HDPE GEOMEMBRANE <br /> SDR 11-PERFORATED Z o 2- <br /> (SEE <br /> (SEE NOTE 2) Z L) 3:3 a <br /> SECTION �E1 _ ` z a <br /> TERMINATION OF SHT 4 <br /> SIDE SLOPE LINER <br /> v <br /> NTS o i Z <br /> DETAIL w <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT S (1)NTS <br /> J J I�ii/. <br /> J Q i.I. <br /> Q co <br /> O fi <br /> Lj <br /> O L=i Z N M® <br /> 3 za m <br /> oc 3 O <br /> O p Z <br /> U <br /> N <br /> N�y <br /> LL <br /> W <br /> w <br /> Sheet-6-of11 <br /> Rev LL <br />