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NOTES: <br /> 1. BLEND ENDS OF ANCHOR BERM INTO SURROUNDING <br /> TERRAIN AT A MAXIMUM 10 PERCENT GRADE. <br /> 2. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. ri <br /> d <br /> 3. PERFORATION PATTERN:1/2 INCH DIAMETER HOLES AT PIPE <br /> 2'MIN FOURTH POINTS,SPACED 6-INCHES ON CENTER. <br /> GENERAL <br /> EARTH FILL <br /> a <br /> 1 2 <br /> 1 31 ANCHOR 1 a <br /> BERM :..,.. <br /> W- <br /> NATIVE 3'MIN 0 IRI NATIVE GEOCOMPOSITE <br /> 1 GROUND 1 DRAINAGE NET <br /> GROUND" ANCHOR 2 <br /> TRENCH 3' 7'MIN <br /> MIN 60 mil SINGLE TEXTURED 0 <br /> 0 <br /> GEOSYNTHETIC HDPE GEOMEMBRANE <br /> CLAY LINER ° <br /> a <br /> SECTION <br /> SOUTH SLOPE LINER-TOP SLOPE SHT 4 <br /> TERMINATION/ANCHOR TRENCH (SEE NOTE 1) <br /> NTS to <br /> 0 00 <br /> O 01 <br /> PROTECTIVE N 'd <br /> OPERATIONS LAYER � v Z In I <br /> FILTER z �O1 04 <br /> GEOTEXTILE\ <¢ rn <br /> \\ 3"MIN COARSE GRAVEL ¢U <br /> _ Y� — — <br /> – — ---- <br /> o¢ =a <br /> O 0p0 U <br /> 5'MIN 00 000 OOpOO pp0 \ p <br /> O 0GRANULAR oo o 00001MIN OO 0pO0FILTEROO O01 DRAINAGE 1MIN (nZ <br /> PROTECTIVE oCO°0 g <br /> °° 0 GEOTEXTI0 0oOPERATIONS LAYER oO � \ O O 2 00 u <br /> o a <br /> =1111 =III 1111= 1 _ 1� 00 000 o° poo° ` <br /> \ rn <br /> GEOCOMPOSITE / 0 0 0 °O 0 00 0 00 <br /> 111= — <br /> DRAINAGE NET V MIN LV MIN P <br /> CUSHION 33=M=N 3"=1N— I <br /> NATIVE 60-mil SINGLE TEXTURED GEOTEXTILE 1 I 1 $ <br /> GROUND HDPE GEOMEMBRANE 6 6 <br /> OR SUBGRADE (SEE NOTE 2) `3 o <br /> BACKFILL WITH FILL 60-mil DOUBLE TEXTURED W <br /> SLURRY CEMENT 3"MIN GEOSYNTHETIC CLAY LINER CLAY LINER 6"HDPE PIPE HDPE GEOMEMBRANE <br /> MIXTURE SDR 11-PERFORATED <br /> $ <br /> (SEE NOTE 3) g 3 fl. <br /> s o a. <br /> SECTION <br /> TERMINATION OF S IIIIIjII 1114111 � �$ c <br /> SIDE SLOPE LINER cl <br /> N Y <br /> NTS o u <br /> DETAIL <br /> LEACHATE COLLECTION TRENCH AND PIPE SHT 5 <br /> NTS <br /> Lu <br /> Lu <br /> J Z U7 <br /> J J J <br /> I'- w H <br /> 0 w <br /> ¢ N O <br /> J O O <br /> a- <br /> 0 <br /> Z <br /> K O ¢ <br /> < U <br /> � "t Z <br /> O O O <br /> W 1 <br /> U <br /> w N <br /> D <br /> �ESS1q1, � <br /> STj�`p9 P� <br /> ft.22631 <br /> Exp. 12-31-05 z <br /> .wa Sheet,6 of 10 <br /> sTq�'Q'CAL\FO"P Rev <br />