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D <br />D <br />E-1 <br />2' BASE OPERATIONS SOIL LAYER <br />GEOTEXTILE SEPARATOR <br />0.75' LCRS GRAVEL DRAINAGE LAYER <br />60 MIL HDPE GEOMEMBRANE <br />TEXTURED BOTH SIDES <br />GEOSYNTHETIC CLAY LINER (GCL) <br />I' FOUNDATION LAYER PREPARATION <br />BASE LINER SYSTEM <br />DETAIL <br />1 "=2' zt t <br />HYDROSEED <br />—2' SIDE SLOPE OPERATIONS SOIL LINER <br />r- GEOCOMPOSITE DRAIN MATERIAL <br />i \ <br />3 <br />60 MIL HDPE GEOMEMBRANE <br />TEXTURED BOTH SLOES <br />GEOSYNTHETIC CLAY LINER (GCL) <br />6" MIN. SUBGRADE PREPARATION LAYER <br />SIDE SLOPE LINER SYSTEM <br />DETAIL 2 <br />1 "=2' zt t <br />SIDE SLOPE LINER SYSTEM <br />t t � BASE LINER SYSTEM <br />ja ' t 1 <br />�- EXTEND GEOCOMPOSITE <br />DRAIN MATERIAL OVER <br />GRAVEL DRAINAGE LAYER <br />BASE TO SIDE SLOPE LINER SYSTEM OVERLAP <br />DETAIL s <br />1 ^=5' llzv <br />Z z <br />NOTE: EARTHFILL ANCHOR t o <br />TO BE PLACED BEFORE .0FINAL GRADE <br />SIDE SLOPE OPERATIONS <br />LINER. <br />I 12' <br />3 PLYWOOD COVER <br />INTERMEDIATE <br />SOIL COVER <br />SIDE SLOPE LINER SYSTEM ial <br />3. T �` y /� /�o•�• � 1 <br />EARTHFILL ANCHOR •"':�, �,"; <br />2�!- ®• 2' SIDE SLOPE OPERATIONS LAYER <br />707.-30% BENTONITE MIX BACKFILL EARTHFILL ANCHOR, <br />TOP OF SLOPE ANCHOR TRENCH <br />DETAIL % <br />1 "=5' Y , <br />ON <br />�O <br />7 <br />SIDE SLOPE LINER SYSTEM 121 o <br />w� <br />z zo PLYWOOD <br />I <br />._ v <br />EARTHFILL ANCHOR <br />INTERIM SIDE OF SLOPE ANCHOR TRENCH <br />DETAIL s <br />GEOTEXTILE CUSHION <br />2' OPERATIONS SOIL LAYER <br />0.75' GRAVEL DRAINAGE LAYER (LCRS PIPE, SPACING AT 150 TO V <br />(TYP.) <br />GEOTEXTILE SEPARATOR DRAINAGE GRAVEL 7PERftANGRAVELvca vuR <br />7777 <br />60 MIL HDPE COEMEMBRANE ..M�I <br />MIN. <br />TEXTURED BOTH SIDES �� a <br />4" OR 6" DIAM. PERFORATED LCRS PIPE <br />FOUNDATION LAYER PREPARATION (SEE DRAWING 2) PERFORATIONS PER <br />1 <br />LEACHATE COLLECTION AND REMOVAL SYSTEM (LCRS) <br />DETAIL e <br />1"s2' Y <br />4" DIA. WITH S.S. WIRE ROPE <br />6" DIA. <br />EXTRUSION MOLDED CROSS <br />T8ENO <br />WITH TWO 6"X4" REDUCERS <br />IES <br />4" DIA. HRFORATED LCRS <br />TH S.S. WIRE ROPE <br />LCRS PIPE INTERSECTION (TYP) <br />DETAIL <br />z <br />4 j <br />BLIND FLANGE WITH S.S. BOLTS, o <br />NUTS. WASHERS AND GASKET <br />PIPE iiII <br />SUPPORTI <br />STEEL POST BOLLARD (NP.) � I� 5' 2' <br />zx 2' MIN 1 -f!i\��1 <br />3 <br />�3. <br />EARTHFILL ANCHOR <br />ANCHOR TRENCH( <br />t 1 10.5" MIN. INSIDE <br />NOTES: <br />TOLERANCES SHALL BE f 1/8" MAX <br />DRILLED HOLES MAY BE SUBSTITUTED FOR SLOTS <br />PROVIDE 6 ROWS OF SLOTS AT 60' FOR 18" OM. PIPE <br />PIPE PERFORATION <br />DETAIL a <br />N.T.S. t t <br />PLYWOOD COVER <br />4" 0 NON -PERFORATED LCRS RISER PIPE WITH S.S. WIRE ROPE <br />SIDE SLOPE LINER SYSTEM 121 <br />1 <br />LCRS RISER PIPE <br />DETAIL a <br />1 "=5• Y t <br />/11/2" INSIDE MIN. L <br />120 TYP I �P OF PIPE <br />�TI OUTSIDE (TYP.) <br />INVERT OF SLOTTED HOPE PIPE <br />SECTN.T.S. 1 <br />~`` <br />LINER SYSTEM DETAILS <br />PRELIMINARY CLOSURE AND POSTCLOSURE <br />DWG.NO. <br />4 <br />W EIIVIronme It81, It1G. <br />MAINTENANCE PLAN <br />t. <br />J <br />PLYWOOD COVER <br />4" 0 NON -PERFORATED LCRS RISER PIPE WITH S.S. WIRE ROPE <br />SIDE SLOPE LINER SYSTEM 121 <br />1 <br />LCRS RISER PIPE <br />DETAIL a <br />1 "=5• Y t <br />/11/2" INSIDE MIN. L <br />120 TYP I �P OF PIPE <br />�TI OUTSIDE (TYP.) <br />INVERT OF SLOTTED HOPE PIPE <br />SECTN.T.S. 1 <br />~`` <br />LINER SYSTEM DETAILS <br />PRELIMINARY CLOSURE AND POSTCLOSURE <br />DWG.NO. <br />4 <br />W EIIVIronme It81, It1G. <br />MAINTENANCE PLAN <br />Sheet 5 of 5 <br />NORTH COUNTY RECYCLING CENTER AND SANITARY LANDFILL <br />PROJECT N0. <br />-^ • «• .a. -+'.=-+-.o •."^ <br />SAN JOAOUIN COUNTY, CAUFORNIA <br />118040 <br />