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PLAN DETAIL I X41 <br />LEACHATE COLLECTION TEMPORARY SUMP (TYPICAL) SHT 3 <br />NTS (SEE NOTE 2) <br />NOTE: GENERAL EARTHFILL OVER SUMP AND LINER <br />TERMINATION NOT SHOWN. (SEE SHEET 4) <br />NOTES <br />1. PERFORATION PATTERN: 1/2 INCH DIAMETER HOLES AT PIPE THIRD POINTS. SPACED <br />6 -INCHES ON CENTER. CONTRACTOR TO PLACE CAP OVER UPGRAD04T END OF EACH PIPE. <br />2. SUMP DIMENSIONS ARE MINIMUMS. CONTRACTORS MAY ADJUST TO FACILITATE <br />CONSTRUCTION WITH PRIOR APPROVAL OF ENGINEER. <br />N <br />m <br />U <br />C <br />m <br />w <br />CL <br />m <br />c <br />0 <br />tr <br />CL <br />U <br />ZLO <br />m <br />p <br />p <br />�M <br />Z G W N <br />00 <br />X qU <br />Of <br />M U N <br />Lo cn Z ui <br />O) Q O <br />g <br />J -- <br />a. a <br />rn <br />_Z <br />uv ¢ c v <br />Z v c n <br />z o <br />W� <br />-JO `ups <br />O (� <br />J J <br />p <br />a tJ <br />p <br />� i p <br />3 N <br />D: O <br />O i= <br />U <br />W <br />cn <br />Sheet -7 -of 8 <br />Rev <br />-"-z-� <br />SHT S' <br />TOP OF CLAY <br />EDGE OF CLAY LINER <br />AND GEOMEMBRANE <br />*MIN <br />13:1 4' MIN <br />HDPETANK <br />BASE <br />(STS <br />EL+2.10I <br />/„\ <br />_ 1SHTT <br />S <br />I <br />I <br />I <br />I f 3:1 <br />N MIN <br />V MIN <br />.r GENERAL <br />i EARTHFILL-�� PROTECTIVE <br />6:1 <br />OPERATIONS LAYER <br />re YP <br />2 <br />6" HDPE PERFORATED <br />2% <br />6"HDPE PERFORATED <br />LEACHATE COLLECTION PIPE <br />1� <br />LEACHATE COLLECTION PIPE2% <br />—"' <br />21 <br />(SEE NOTE 1) <br />(SEE NOTE 1) <br />COARSE GRAVEL _ _ r FILTER GEOTEXTILE <br />�-- GRANULAR CUSHION GE0T17CTit£ <br />6:1 <br />f 6:1 <br />FILTER GEOTEXTILE <br />` <br />Z DRAINAGE i% MIN <br />f Typ <br />Typ <br />2 <br />- 2 MATERIAL -� <br />f <br />I <br />. <br />6" HDPE PERFORATEDLEACHATE <br />�.. W MIN <br />3" MIN 1' MIN <br />(SEE NOTE 1;Ot.LECTION PIPE <br />SEE DETAIL <br />SHT <br />8 <br />6 80 -mi! TEXTURED <br />FOR EASTERN EDGE <br />CLAY LINER <br />6" HDPE PIPE HOPE GEOMEMBRANE <br />SDR II -PERFORATED <br />LEACHATE COLLECTION <br />(SEE NOTE 1) <br />TRENCH DETAIL <br />HDPE 45^ CROSS <br />SEE DETAIL <br />SHTS <br />SHT6 FOR LEACHATE <br />� <br />DETAIL l ls 1 <br />COLLECTION <br />TRENCH DETAIL <br />EASTERN EDGE LEACHATE SHT 4,7 <br />COLLECTION TRENCH AND PIPE <br />NTS <br />PLAN DETAIL I X41 <br />LEACHATE COLLECTION TEMPORARY SUMP (TYPICAL) SHT 3 <br />NTS (SEE NOTE 2) <br />NOTE: GENERAL EARTHFILL OVER SUMP AND LINER <br />TERMINATION NOT SHOWN. (SEE SHEET 4) <br />NOTES <br />1. PERFORATION PATTERN: 1/2 INCH DIAMETER HOLES AT PIPE THIRD POINTS. SPACED <br />6 -INCHES ON CENTER. CONTRACTOR TO PLACE CAP OVER UPGRAD04T END OF EACH PIPE. <br />2. SUMP DIMENSIONS ARE MINIMUMS. CONTRACTORS MAY ADJUST TO FACILITATE <br />CONSTRUCTION WITH PRIOR APPROVAL OF ENGINEER. <br />N <br />m <br />U <br />C <br />m <br />w <br />CL <br />m <br />c <br />0 <br />tr <br />CL <br />U <br />ZLO <br />m <br />p <br />p <br />�M <br />Z G W N <br />00 <br />X qU <br />Of <br />M U N <br />Lo cn Z ui <br />O) Q O <br />g <br />J -- <br />a. a <br />rn <br />_Z <br />uv ¢ c v <br />Z v c n <br />z o <br />W� <br />-JO `ups <br />O (� <br />J J <br />p <br />a tJ <br />p <br />� i p <br />3 N <br />D: O <br />O i= <br />U <br />W <br />cn <br />Sheet -7 -of 8 <br />Rev <br />