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WMU FU-03/FU-04 <br /> PERIMETER BERM PROTECTIVE <br /> (GENERAL EARTHFILL GEOTEXTILE <br /> MATERIAL) 4' 6' AND PLYWOOD APPROX 10' <br /> 31 PERIMETER <br /> Z BERM <br /> ANCHOR TRENCH <br /> 1% 2 <br /> 2' MIN w 2 1 <br /> w GEOCOMPOSITE <br /> � r <br /> DRAINAGE NET <br /> 3' MIN 2%_ s` 1 PLYWOOD v <br /> EXISTING <br /> GRADE 1 VARIES 5 , ; i I (SEE NOTE 6) �- L <br /> (VARIES) 60 mil SINGLE SIDE GEOSYNTHETIC M / <br /> TEXTURED HDPE CLAY LINER <br /> GEOMEMBRANE 60-MIL SINGLE ANCHOR <br /> y- (NOTE 5) TEXTURED HDPE �_— TRENCH <br /> WMU SUBGRADE FILL 3' 7. 0.. GEOMEMBRANE J 3' MIN Q <br /> ART-03 MIN MIN SUBGRADE FILL aJ <br /> GEOSYNTHETIC APPROXIMATE 0 <br /> CLAY LINER / EXISTING AUSTIN <br /> t� <br /> �' ROAD COVER AND <br /> SECTION �� REFUSE <br /> WMU FU-04 TOP OF SLOPE LINER TERMINATION SHT 3 <br /> NTS SECTION <br /> 0 <br /> WMU FU-03/ FU-04 INTERFACE LINER TERMINATION AT TOP DECK SHT 3 cn <br /> PERIMETER BERM NTS � <br /> (GENERAL EARTHFILL <br /> MATERIAL) Q <br /> 4' 3' GEOCOMPOSITE PROTECTIVE Q.. <br /> MIN IN ¢ ¢ DRAINAGE NET OPERATIONS LAYER <br /> ANCHOR TRENCH w 60 mil DOUBLE PLYWOOD <br /> —�"` 1% z (7 TEXTURED HDPE <br /> Q (SEE NOTE 6) <br /> t z GEOMEMBRANE <br /> 2' MIN 0 - PERIMETER >, <br /> _-_ in BERM <br /> 0 0 ... <br /> T MIN GEOCOMPOSITE 2 0 co <br /> ... .............. .. . <br /> EXISTING DRAINAGE NET -- ----- - __ --- -^� 1 Oaf <br /> ry C14SUBGRADE FILL LIMIT 1 GRADE <br /> MIN 2 (VARIES) - _- ----__ 60 mil SINGLE GEOSYNTHETIC U <br /> J I GEOGRID Z I. <br /> _-_ CLAY LINER cn ` x . Z I- 0) N <br /> _--- TEXTURED HDPE -� I <br /> ------ - - - -- ---- GEOMEMBRANE z GEOGRID SUBGRADE FILL ® � Q rn <br /> / (NOTE 5) w <br /> SUBGRADE FILL C9 <br /> AUSTIN ROAD 3' 3' SUBGRADE FILL ANCHOR q = m <br /> LANDFILL EXISTING MIN MIN CLAY LI GEOSYNTHETIC o w 3' MIN TRENCH ? U oN <br /> GRADE CLAY LINERLu <br /> _ 60 mil DOUBLE O 0 <br /> SECTION GENERAL EARTHFILL / � TEXTURED GEOMEMBRANE E � � � <br /> W`7ESTERNTERM� IINATIONOFINTERFACE SHT3 CUSHION / \ FILTER SECTION �� 0) <br /> GEOTEXTILE FILTEGEOTR TILE <br /> GEOCOMPOSITE NTS SHT 3 0 <br /> DRAINAGE NET 60 mil DOUBLE <br /> t � <br /> I _ o <br /> TEXTURED HDPE <br /> GEOMEMBRANE °0 8° °°0 8�p�8°8°° ° 0.5' MIN GRANULAR GEOCOMPOSITE d' <br /> EXISTING DRAINAGE MATERIAL DRAINAGE NE7t . . <br /> / \ GEOCOMPOSITE - - ao (D +� <br /> DRAINAGE NET REMOVE EXISTING REMOVE EXISTING - -� I = 0 <br /> PROTECTIVE OPERATIONS PERIMETER BERM GEOGRID REMOVE EXISTING 60 mil SINGLE - W <br /> SOIL BERM TEXTURED HDPE ( U) <br /> PROTECTIVE LAYER (SEE NOTE 2) (NOTE 1) 0.5° MIN 60 miI DOUBLE <br /> GEOCOMPOSITE PROTECTIVE GEOMEMBRANE �g p- m <br /> ��EXISTING 60mil SINGLE OPERATIONS LAYER AND REPLACE WITH GENERAL TEXTURED HDPE DRAINAGE NET OPERATIONS LAYERo <br /> TEXTURED HDPE GRANULAR DRAINAGE z GEOSYNTHETIC EARTHFILL GEOMEMBRANE REMOVE 60 mil HDPE SUBGRADE 093 3 <br /> GEOMEMBRANE MATERIAL CLAY LINER GEOMEMBRANE FILL GEOSYNTHETIC m 5; 0 Q <br /> Z <br /> LGEOSYNTHETIC VARIES CLAY LINER o � o Q <br /> r .. .... .. .. : .. ..... ........... ................:....... ........... ......... .......... :.... ... J <br /> REFUSE. <br /> CLAY LINER ZO,N►1N <br /> --< -- _ f12 I <br /> 0 5' MI <br /> ` � N <br /> GEOGRID <br /> �w � _ , <br /> 4a _r I GRANULAR BACKFILL WITH U <br /> FILTER DRAINAGE GENERAL EARTHFILL <br /> a.�"' FILTER GEOTEXTILE <br /> o. GEOGRID GEOTEXTILE CUSHION MATERIAL <br /> GEOCOMPOSITE " ' ' ' "`' GEOTEXTILE REMOVE SEE NOTE 3 <br /> r COARSE GRAVEL GEOGRID <br /> NOTE 4 DRAINAGE NET REMOVE EXISTING <br /> CLAY PLUG <br /> 3' MIN PLYWOOD (NOTE 1) REMOVE 3-INCH DIA <br /> GEOSYNTHETIC SUBGRADE FILL PERFORATED HDPE PIPE L <br /> W <br /> 60 mil DOUBLE . - CLAY LINER SECTION <br /> J Z J <br /> Q <br /> TEX-IURED HDPE y L <br /> GEOMEMBRANE EXISTING TOP DECK CONNECTION SHT 3 Iw— w <br /> GEOCOMPOSITE NOTES: NTS ¢ cn o <br /> DRAINAGE NET 1. REMOVE EXISTING TERMINATION BERM AND PLYWOOD AND PLACE ENDS OF EXISTING -� 0- 0 <br /> EXISTING 60 mil SINGLE GEOSYNTHICS IN ANCHOR TRENCH. O � Z <br /> TEXTURED HDPE EXISTING 6. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSITE of O Q <br /> GEOMEMBRANE GEOSYNTHETIC 2. REMOVE EXISTING PROTECTIVE OPERATIONS LAYER FOLLOWING DRAINAGE NET. THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED (BY OWNER) < v V) <br /> CLAY LINER INSTALLATION OF 3'xT ANCHOR TRENCH. REMOVE EXISTING PROTECTIVE BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE tY O O <br /> OPERATIONS LAYER IN MANNER THAT DOES NOT DAMAGE UNDERLYING DRAINAGE NET. THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED ® I U <br /> GEOSYNTHETICS. IN CONJUNCTION WITH WASTE PLACEMENT (BY OWNER). TO A MAXIMUM HEIGHT OF �? w <br /> 10' ABOVE THE LEVEL OF REFUSE. THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS <br /> 3. OVERLAP EXISTING AND NEW GEOSYNTHETICS A MINIMUM 3-FEET. LAYER USING A WHEELED LOADER, WITH NO EQUIPMENT LOADING ON THE SLOPE. OWNER <br /> SHALL PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING. TEMPORARY <br /> 4. SEW DOWNSLOPE EDGE OF GEOSYNTHETIC CLAY LINER CLOSED TO ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER. <br /> MAINTAIN BENTONITE WITHIN GEOSYNTHETIC CLAY LINER. a QROFess� <br /> 7. USE PLYWOOD ON EASTERN TERMINATION. PLYWOOD IS NOT NEEDED ON WESTERN TERMINATION. <br /> 5. PLACE TEXTURED SIDE OF GEOMEMBRANE AGAINST CLAY LINER OR GCL. wa <br /> it No. 22631 m <br /> 8. OWNER SHALL PLACE PROTECTIVE OPERATIONS LAYER ON NORTHERN SLOPE ONLY TO APPROX EL. Exp. 12-31-05 m <br /> 65' ONCE THE FUTURE CONNECTION AS SHOWN ON SECTION Y IS CONSTRUCTED THE OWNER CAN CONTINUE Sheet-of 10 <br /> TO PLACE PROTECTIVE OPERATIONS LAYER ON THE SLOPE. q IVRev <br />