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DETAIL © NOTES: <br /> GEOTEXTILE kE,A <br /> 1. THE CIRCULAR TANK SHALL HAVE AN INSIDE <br /> DIAMETER OF 60'AND SHALL BE MADE OF HIGH <br /> 5 DIAMETER <br /> DENSITY CROSSL INK POLYETHYLENE THE TANK 0+ <br /> HDPE TANK GRANULAR VE SHALL BE EQUIPPED WITH A 24'DLMAETE2 MANWAY. <br /> (SEE NOTE 1) DRAINAGE NS <br /> MATERIAL 2. HDPE TANK PERFORATION PATTERN: w <br /> EL+16.10 <br /> APPROX.tr APPROX.20' RI 17FUTURE 4YAST£. 1/24NCH DIAMETER HOLES SPACED EVERY 6 <br /> FILL SLOPE INCHES AROUND CIRCU MFERENCE,AND EVERY <br /> GENERAL EARTH FILL (BY OTHE2Sl ,�.• 64NCHES VERTICALLY.PERFORATE THROUGH e.BASE OF TANK AND TO ALLOW EXTENSION OF Q <br /> 6'DLAMETER LEACHATE COLLECTION PIPE.COARSE 2 4'MIN6'MIN GRAVEL 1IEOTEXTRE - 3. BOOT GEOTEXTILE AROUND HOPE TAMC. cnl <br /> o <br /> (SE NOTE 3) <br /> Q.ov; =ti_•Pr ': lol.�_ 4. CONTRACTOR TO PLACE DOUBLE LAYER OF <br /> GEOTEXTILE BENEATH BASE OF S DIAMETER <br /> III - 7 MIN —\y�O . HDPE TANK. <br /> • 4' �_ 1% 7 MIN 5. ALL CORNERS UNDERLYING HDPE GEOMEMBRANE c <br /> III�—I" 1�� TO BE ROUNDED. O <br /> NATIVE __n_4 <br /> I — III-11 'v, <br /> 3 (Ifs II I 6'PERFORATED — 6. PERFORATION PATTERN:)I INCH DIAMETER HOLES <br /> GROUND 4' CLAY • •Y MIN III IL 11 l= GEOTEXTILE HOPE PIPE,SDR 11 AT PIPE FOURTH POINTS,SPACED 64NCHES ON <br /> (SEE NOTE 6) CENTER.CONTRACTOR TO PLACE CAP OVER <br /> LINER J— 1= =III 60-mil TEXTURED LEACHATE UPGRADIENT END OF EACH PIPE- <br /> HDPE GEOMEMBRANE NTERSECTKMI WITH COLLECTION <br /> LOWER 4'OF SUMP (SEE NOTE 5) EAS,ERN EDGE TRENCH g <br /> PERFORATED5L�-I GEOTEXTILE(SE NOTE 4) LEACHATETR04CH �� w <br /> N <br /> TOPOF CLAY.1 SECTION �j� <br /> TOP OLLI i <br /> TEMPORARYSUMP SHTB - N <br /> NTS <br /> O <br /> C 00 <br /> 24'0 MANWAY,WITH LOCKING CAP �N N <br /> UZto <br /> z F rn N <br /> -(A U 00 <br /> = <br /> Q <br /> 2 Q o <br /> ?'H U N <br /> DETAIL © - O O� <br /> AL N Z 5i <br /> 5'DIAMETER Q c <br /> HDPETANK 0) 0 <br /> (SEE NOTE 1) <br /> rn <br /> 60'0 TANK <br /> 2%MIN 2%MIN Z dd <br /> R a <br /> W ZLl o <br /> 4 6'MIN 2 �-GENERAL EARTH FILL—� 2 z Q 3 <br /> 1 4 MEOTE <br /> � ( EXTI WMIN <br /> 3) � —�1 N Z o` Q <br /> �It�lll III it I <br /> Q \ s° '20 <br /> o% �� I <br /> Ii I-111 \1 11 �WJ ar $ 0°� <br /> OU = 0 0 0 0 <br /> NATIVE <br /> . zr <br /> O O O O O O GRN14U11 111 0000 0 0 0 0 o OO° III GROUND <br /> O O O O O O 0 0 0 0 0 0 <br /> 60-mITE CrURED 3 <br /> 3 <br /> O O O O O O HDPE GEOMEMBRANE Lu <br /> N <br /> 4 CLAY LINER r IAN <br /> O O O O O O v <br /> COARSE <br /> —��� <br /> GRAVELS III— <br /> I "-1 PERFORATED J Q, <br /> (SEE N <br /> O O O O O O 5 (SEE NOTE2) - J F a/ <br /> l� <br /> (SEE�4) EL x12GEOTEXMTILE .1 Z au wo a <br /> BASE OF TANK PERFORATED AS WELL TOP OF CRAY � 1 Z N ®_ <br /> DETAIL o z <br /> �+ ¢ � z a m <br /> HDPE TANK(TYPICAL) J� SECTION - �K1 LLO 0... Z <br /> ( NOTES 1&2)NTSNTS <br /> TEMPORARY SUMP(TYPICAL) SHT 6 <br /> N <br /> W <br /> a <br /> Sheet-9-ofJL— <br /> Rev L. <br />