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DETAIL © NOTES: <br /> GEOTEXTILE L <br /> 1, THE CIRCULAR TANK SHALL HAVE AN INSIDE <br /> DIAMETER OF 60"AND SHALL BE MADE OF HIGH <br /> 5'DIAMETER DENSITY CROSSLINK POLYETHYLENE THE TANK <br /> HDPE TANK GRANULAR VE SHALL BE EQUIPPED WITH A 24"DIAMETER MANWAY. <br /> (SEE NOTE 1) DRAINAGE NS v <br /> EL.+13.10 MATERIAL 2. HDPE TANK PERFORATION PATTERN: <br /> APPROX.12' APPROX,20' A PRO .1YFUTURE WASTE 1/2-INCH DIAMETER HOLES SPACED EVERY 6 <br /> FILL SLOPE INCHES AROUND CIRCUMFERENCE,AND EVERY <br /> GENERAL EARTH FILL l 64NCHES VERTICALLY.PERFORATE THROUGH <br /> (BY OTHERS) BASE OF TANK AND TO ALLOW EXTENSION OF C <br /> 2 3 6"DIAMETER LEACHATE COLLECTION PIPE. <br /> 1� COARSE 2 4'MIN 1 — � <br /> GEOTEXTILE 6'MIN GRAVEL 1 _ - 3. BOOT GEOTEXTILE AROUND HDPE TANK <br /> - - - - - T IN <br /> (SEE NOTE 3) 1 ' I _ e 4. CONTRACTOR TO PLACE DOUBLE LAYER OF <br /> _ —p•00��— GEOTEXTILE BENEATH BASE OF V DIAMETER <br /> IIII=1!11= �— "o o"• ° HDPE TANK,OR USE ONE LAYER OF CUSHION <br /> Y MIN \ ° "° ° �— GEOTEXTILE <br /> IIII=IIII=_ ° O" °e� <br /> �— IIA=11=11;1 u 1 1% 12'MIN 5. ALL CORNERS UNDERLYING HDPE GEOMEMBRANE 0 <br /> 3 ,�� —J 1 „_Illi"=IIILIIII 1{I=it44— TO BE ROUNDED. .N <br /> 1114= If IV= 3 III II_ IIII= 6'PERFORATED <br /> =IIII <br /> NATIVE <br /> GROUND 4 CLAY ° °2'MIN 1 GEOTEXTILE HDPE PIPE,SDR 11 6. PERFORATION PATTERN:14 INCH DIAMETER HOLES tr <br /> LINER / (SEE NOTE 6) AT PIPE FOURTH POINTS,SPACED 6-INCHES ON <br /> 60-mi1DOUBLETEXTURED LEACHATE <br /> II.I I I=1111 IIIICENTER.CONTRACTOR TO PLACE CAP OVER <br /> Ii- III_ HDPE GEOMEMBRANE COLLECTION UPGRADIENT END OF EACH PIPE. <br /> LOWER 41.OF SUMP (SEE NOTE 5) NTERSECTION WITH TRENCH n <br /> PERFORATEDEASTERN EDGE AND PIPE <br /> (SEE NOTE 2) i 6' GEOTEXTILE(SEE NOTE 4) LEACHATE TRENCH _ N <br /> EL.+9.1 SECTION <br /> TOP OF CLAY <br /> TEMPORARY SUMP SHT7 U) <br /> NTS <br /> Q ao <br /> 24"0 MANWAY,WITH LOCKING CAP O v1 N <br /> N(If � <br /> �j Z Lp 1 <br /> Z 1—0) N <br /> 00 <br /> Ir Q U <br /> W ~0U O <br /> DETAIL W <br /> 0 <br /> 5'DIAMETER _ Z <br /> Q c <br /> HDPETANK g 0 <br /> (SEE NOTE 1) <br /> rn IL <br /> rn <br /> 60"0 TANK CD <br /> 2%MIN 2%MIN Z <br /> It a o, <br /> uJ Z iL D <br /> q V MIN 2 ��-GENERAL EARTH FILL—�� FILTER 2 QO 3 <br /> 1 r 4'MIN GEOTEXTILE 1 Z U o �- <br /> F-- —� (SEE NOTE 3) 4'MIN —� n <br /> (1) Z Q <br /> o <br /> _All=1111 I=IIII=(ill=_ oo c0. — B <br /> _ �L a o�, 7 =IIII=IIII=1111 g < <br /> 1= NATNE / n II II 2 <br /> �-01 <br /> foo 0 0 0 o°poac'b y I I 1\ WGROUND / 11111111 o c 4.o 0 o c°o°� IIII'=IIII=_I111� `NATNEU°0 0 0 o c o 0 o n , J 1 _IIII GROUND <br /> O O C C O O <br /> 6G-mil DOUBLE TEXTURED 3 \ foo 3 <br /> C O C C O C HDPE GEOMEMBRANE ill <br /> o \ <br /> 000000 CLAY LINER c—I` 2'MIN =� <br /> COARSE �— III=111`- LOWER 4'OF <br /> C O C C O O GRAVEL I =r TANK PERFORATED N <br /> 6` (SEE NOTE 2) <br /> a <br /> FILTER <br /> GEOTEXTILE EL+9.1 Z 0 w <br /> BASE OF TANK PERFORATED AS WELL (SEE NOTE 4) TOP O CLAY J 1 0 <br /> z <br /> DETAIL N <br /> a <br /> 6 � <br /> Z <br /> SECTION <br /> HDPE TANK(TYPICAL) —"' (\ O <br /> (SEE NOTES 1&2) TEMPORARY SUMP(TYPICAL) SHIT 7 ~ <br /> NTS NYS w <br /> N <br /> of I y <br /> .>Q r <br /> 3s F <br /> -3t o <br /> Sheet$of� <br /> o' ch °Pa Rev <br />