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DETAIL © NOTES. <br /> GEOTEXTILE CLAY 1. THE CIRCULAR TANK SHALL HAVE AN INSIDE <br /> EARTHFILL DIAMETER OF 60'AND SHALL BE MADE OF HIGH <br /> 5'DIAMETER DENSITY POLYETHYLENE.THE TANK <br /> HDPE TANK GRANULAR PROTECTIVE SHALL BE EQUIPPED WITH A 24'DIAMETER MANWAY. <br /> (SEE NOTE 1) DRAINAGE OPERATIONS <br /> EL.+6.10 MATERIAL LAYER 2. HDPE TANK PERFORATION PATTERN: <br /> APPROX.17 APPROX.20' A PRO .1T FUTURE WASTE 1/2-INCH DIAMETER HOLES SPACED EVERY 6 g' <br /> FILL SLOPE INCHES AROUND CIRCUMFERENCE,AND EVERY <br /> GENERAL EARTH FILL 2 <br /> FILL <br /> OTHERS) 64NCHES VERTICALLY.PERFORATE THROUGH <br /> 1 (BY BASE OF TANK AND TO ALLOW EXTENSION OF <br /> 21 3 6'DIAMETER LEACHATE COLLECTION PIPE. <br /> 1 COARSE 2 4'MIN <br /> GEOTEXTILE 6'MIN GRAVEL 11I>013. BOOT GEOTEXTILE AROUND HDPE TANK p <br /> (SEE NOTE 3) 1 .+I,�. •--�• parr+ w o '�� t IN 4. CONTRACTOR TO PLACE DOUBLE LAYER OF <br /> 1 I 0° -U•' 0 ° 0 ��� -��� GEOTEXTILE BENEATH BASE OF 5 DIAMETER <br /> _ • • • s s HDPE TANK,OR USE ONE LAYER OF CUSHION <br /> III- '- O; -0•;%O°,-0r; • • s s s GEOTEXTILE. <br /> III 2 MIN s • q' s s °•"'+ 5. ALL CORNERS UNDERLYING HDPE GEOMEMBRANE <br /> III Iii- 1 s s • • • O -0 �% - MI <br /> 11. g 1 TO BE ROUNDED. <br /> NATIVE 3 IJIItJ111 6'PERFORATED _III <br /> GROUND 4 CLAY (SEE <br /> MIN III ''' GEOTEXTILE HDPE PIPE,SDR 11 6, PERFORATION PATTERN:Ye INCH DIAMETER HOLES Q' <br /> --- 60-MB DOUBLE TEXTURED (SEE NOTE 6) LEACHATE AT PIPE FOURTH POINTS,SPACED 64NCHES ON <br /> LINER = =II CENTER.CONTRACTOR TO PLACE CAP OVER <br /> HDPE GEOMEMBRANE COLLECTION UPGRADIENT END OF EACH PIPE. <br /> LOWER 4'OF SUMP 11 r__ (SEE NOTE 5) NTERSECTtON WITH <br /> TRENCH <br /> EASTERN EDGE <br /> PERFORATED I 6. 1 GEOTEXTILE(SEE NOTE 4) LEACHATE TRENCH AND PIPE <br /> (SEE NOTE 2) <br /> EL.-2.1 SECTION r�l <br /> TOP LA <br /> TEMPORARYSUMP SHT7 N <br /> NTS Go <br /> 24.6 MANWAY,WITH LOCKING CAP N <br /> Z N� � <br /> ® ^ <br /> c AdakN <br /> DETAIL B `� <br /> ® S DIAMETER d <br /> HDPE TANK 9 <br /> (SEE NOTE 1) 01 <br /> 60'6 TANK 2%MIN 2%MIN Z <br /> w < 8 <br /> W <br /> Z <br /> q 6'MIN 2 �-GENERAL EARTH FILL—��./ FILTER 2 Z <br /> 1 4'MIN GEOTEXTILE 4'MIN 1 <br /> i (SEE NOTE 3) ( 1 W G <br /> 1111 111 III�IIIL'-pl- °o® 4-V ° ° ° ° ° o�lp 111 111 Iil W <br /> ((II-- III r 9�°° <g° ° ° ° ° ° ° �, °°� z I \ J <br /> NATIVE 111- poo 0 0 0 0 °O II \ O <br /> O O O O O O GROUND /// =J(Ila <br /> °0 0 0 0 0 0 0 o°Og IIIta'j-115 NATIVE <br /> GROUND <br /> O O O O O O t l 3 �0 0 0 0 0 0 0 °� 3 1 <br /> 60-mil DOUBLE TEXTURED <br /> O O O O O O HDPE GEOMEMBRANE ` - <br /> 4 CLAY LINER 111 <br /> 0 2'MIN I=- <br /> COARSE — IIIC--III- LOWER 4'OF <br /> O O O O O O GRAVEL 6, =I TANK PERFORATED Q <br /> (SEE NOTE 2) <br /> a m <br /> FILTER EL+6GEOTEXTILE .i lti! <br /> BASE OF TANK PERFORATED AS WELL SEE NOTE 4) ? G <br /> f� <br /> U. <br /> DETAIL HOPE TANKPlc ) SECTION _W <br /> (SEE NOTES 1 8 2) TEMPORARY SUMP(TYPICAL) SHT 7 LI. V <br /> NTS NTS U) <br /> Ih OA7D8! <br /> 1*04111-09 <br /> Shoetaof-I— <br /> Rov <br />