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SHIT9 <br /> 1 <br /> ai <br /> U <br /> N <br /> 6 e <br /> FUTURE PROTECTIVE <br /> OPERATIONS LAYER PLYWOOD tr <br /> PROTECTIVE PLASTIC (BY OWNER) APPROX2(P a <br /> EL+16.10. COVERING(BY O44NER) Q <br /> TOP OF CLAY (NOTE 3) « <br /> v GEOCOMPOSITE / 4'MIN. <br /> EDGE OF CLAY LINER DRAINAG4.. ,— <br /> 2 <br /> AND GEOMEMBRANE <br /> 4'MIN j 3:1 4'MM S 1 N <br /> ttiii GEOSYNTHETIC <br /> CLAY LNdER PERIMETER BERM .N <br /> _SLE __- <br /> HDPE TANK TEXTURED HOPE _- cc <br /> ®� BASE GEOMEMBRANE <br /> r� I EL+12.10 �SUBCRAFI �v "II-APPROXMATE n <br /> SHT9 SHT9 <br /> EXISTING AUSTIN u <br /> ROAD COVER AND aNi <br /> 3_7 / 21 ------ REFUSE <br /> SECTION <br /> N <br /> f f rte \ <br /> INTERFACE LINER TERMINATION AT TOP DECK SHT 4 Q ao <br /> NTS N <br /> f 91 I <br /> N It <br /> Z_to <br /> Z <br /> -N W <br /> D< <br /> �Q <br /> Q xQ O <br /> �� <br /> U N <br /> OEnZ <br /> 4'MIN 4'MIN GENERALi PROTECTIVE g co <br /> 6:1 EARTHFlLL OPERATIONS LAYER rn d <br /> TYPT 2 rn <br /> 6"HDPE PERFORATED6"HDPE PERFORATED 1 <br /> LEACHATE COLLECTION PIPE 2% 2% //LEACHATE COLLECTION PIPE <br /> (SEE NOTE 1) "-y �— / (SEE NOTE 1) N U° 1 <br /> { �N COARSE GRAVEL �"GEOTE XTILE Z <br /> - _ - _/ - - - - - - Q <br /> CUSHION GEOTEXTILE W Of <br /> GRANULAR <br /> f f Y <br /> DRAINAGE <br /> o2 MATERIAL N <br /> MIN Z U <br /> nT <br /> 3"MIN 3"MIN 1'MIN W O ` <br /> 6"HDPE PERFORATED 0 1 1 Q <br /> LEACHATE COLLECTION PIPE E 6 6 1 <br /> (SEE NOTE 1) �SEEDETIIL y c vii <br /> FOR EASTERN EIX�swe 6"HDPE PIPE H�Gip E - J `T v <br /> LEACHATE COLLECTION CLAY I.FNER SDR N-PERFORATED O <br /> TRENCH DETAIL (SEE NOTE 1) o U Z <br /> HOPE 45A CROSS—may I <br /> SEEDETA2 ® (J,I <br /> sHTs FCOR LECTION S DETAIL �51 <br /> TRENCHDETAIL EASTERN EDGE LEACHATE SHT 5,6 N G. <br /> COLLECTION TRENCH AND PIPE <br /> (SEE NOTE 4) ti <Q <br /> NTS o m w <br /> a o a !- d. <br /> PLAN DETAIL NOTES: o Z N <br /> " <br /> I. PERFORATION PATTERN:12INCH DIAMETER HOLES ATa <br /> PIPE FOURTH POINTS.SPACED <br /> LEACHATE COLLECTION TEMPORARY SUNK'(TYPICAL) SHT 3 6-INCHES ON CENTER.CONTRACTOR TO PLACE CAP OVER UPGRADIENT END OF EACH PIPE, 3 V)a <br /> NTS( NOTE 2) 2 SUMP DIMENSIONS ARE MINIMUMS.CONTRACTORS MAY ADJUST TO FACILITATE O <br /> NOTE GENERAL EARTHFN.L OVER SUMP AND LINER 0 I-= <br /> Z <br /> TERMINATION NOT SHOWN.(SEE SHEET 5) CONSTRUCTION WITH PRIOR APPROVAL OF ENGINEER Iw <br /> ® - 3. OWNER SHALL PLACE A PROTECTIVE PLASTIC COVERING OVER THE GEOCOMPOSTTE <br /> DRA94AGE NET.THE PROTECTIVE PLASTIC COVERING SHALL BE REMOVED(BY OWNER) <br /> BEFORE THE SIDE SLOPE OPERATIONS LAYER IS PLACED AGAINST THE GEOCOMPOSITE <br /> DRAINAGE NET.THE SIDE SLOPE PROTECTIVE OPERATIONS LAYER SHALL BE PLACED IN <br /> CONJUNCTION WITH WASTE PLACEMENT(BY OWNER).TO A MAXIMUM DIGHT OF 10'ABOVE W <br /> THE LEVEL OF REFUSE.THE OWNER SHALL PLACE THE SIDE SLOPE OPERATIONS LAYER a <br /> USING A WHEELED LOADER.WITH NO EQUIPMENT LOADING ON THE SLOPE.OWNER SHALL <br /> PROVIDE TEMPORARY ANCHORING OF PROTECTIVE PLASTIC COVERING.TEMPORARY <br /> ANCHORAGE SHALL NOT DAMAGE UNDERLYING LINER Sh eetJLofJ1._ O <br /> Rev U. <br />