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EL X8.18 <br />APPRO%. 12' <br />GENERAL EARTH <br />FAL <br />2 <br />1r <br />1, THE CIRCULAR TANK SHALL HAVE AN INSIDE <br />DIAMETER OF BD" AND SHALL BE MADE OF HIGH <br />SDIAMETER <br />HOPE TANK GRANULAR <br />6'MM <br />GEOTEXIILE <br />(BEE NOTE 3) <br />III L�t—R <br />OPERATIONS <br />-AYER <br />2, HDPETANK PERFORATIONPATTERN: <br />T <br />NATIVEGROUND �CLAY <br />Ia4NCH DIAMETER HOLES SPACED EVERY <br />INCHES AROUND CIRCUMFERENCE, AND EVERY <br />LINER <br />%'OF BUMP <br />PERFORATED <br />SEE NO <br />EL. •x.1 <br />LAY <br />MAMNAY, VATH LOCKING CAP <br />BD"G TANK <br />4 B' MIN <br />O o 0 o o o <br />o 0 o 0 o o <br />o 0 0 o o o § <br />O O O o O o <br />0 0 0 0 0 0 <br />BFSE OF TANK PERFORATED AS WELL <br />DETAIL <br />HOPE TANK (TYPICAL) <br />(SEE NOTES 18 2) <br />NTS <br />© <br />NOTES. <br />DETAIL <br />OEOTEXTLE <br />—Y <br />EpRT11F&L <br />1, THE CIRCULAR TANK SHALL HAVE AN INSIDE <br />DIAMETER OF BD" AND SHALL BE MADE OF HIGH <br />SDIAMETER <br />HOPE TANK GRANULAR <br />PROTECTIVESHALLSE <br />DENSITY POLYETHYLENE. THE TANK <br />EQUIPPED—A2PDIAMETERMANWAY. <br />(SEE NOTE I) DRAINAGE <br />MPTERIAL <br />OPERATIONS <br />-AYER <br />2, HDPETANK PERFORATIONPATTERN: <br />APPROX. 2DA PRO 12' <br />Ia4NCH DIAMETER HOLES SPACED EVERY <br />INCHES AROUND CIRCUMFERENCE, AND EVERY <br />2 <br />B4NCHES VERTICALLY. PERFORAM THROUW <br />BASE OF TANK AND TO ALLOW EXTENSION OF <br />B' DIAMETER LEACHATE COLLECTION PIPE. <br />COARSE 2 <br />d' MIN <br />GRAVEL tr <br />D. BOOT GEOTEXTILE AROUND HOPE TANK. <br />JIM <br />a. CON MORTOPLACEDOUBLE LAYER OF <br />O%TILE BENEATH BASE OF S' DIAMETER <br />GETEXTIL <br />HDPE TANK, OR USE ONE LAYER OF CUSHION <br />GEOTEXTILE. <br />• <br />• • <br />J��� <br />8. ALL CORNERS UNDERLYMO HOPE OEIXAEMBRAI.E <br />TO BERWNDED. <br />_moi 11— III <br />8"PERFORATED <br />_1I <br />Ir!— <br />MIN 111 OEOTEXIILE <br />HOPE PIPE.SDR it <br />fi. PERFORATION KINCH DWMETER HOLES <br />= BD.flPE DOUBLE TEXTURED <br />BEE NOTF ej <br />LEACHATE <br />POINTS'. <br />AT PIPE FOURTH POINTS, SPACED CAP O ES W <br />CENTER. CONTRACTOR TO PLACE CAP OVER <br />HDPE GEOMEMBRANE <br />A' (SEE NOTE S) <br />NTERSECTION WITH <br />COLLECTION <br />TRENCH <br />UPORADIEM END OF EACH PIPE. <br />GEOTEXOLE (SEE NOTE d) <br />EASTERN EDGE <br />LEACHATE TRENCH <br />AND PIPE <br />SECTION <br />TEMPORARYSWP BHTT <br />N. <br />DETAIL <br />S DIAMETER <br />HDPE TANK <br />(EEE NOTE 1) <br />x%MIN 2% <br />MIN <br />x ~ GENERAL EARTH FILL—may FILTER 2 <br />1 F2 X, MIN GEOTEXTAE —IN 1 <br />/•�/_—.1 �.,,eTeen / 1 ; `�� \6��22��ii _8 —4 .• aA a •e e —^� op—OB A) <br />z' `—�164 <br />s,—:g_—cb <br />NATIVE <br />GROl y <br />=_�II <br />6ROLM0 <br />CLAY LINER --M 2T MIN <br />COARSE _ IIIEIIL <br />GRAVEL B. <br />FILTER <br />GEOTEXTILE <br />(SEE NOTE A) <br />SECTION <br />TEMPORARY SUMP (TYPICAL) SHTT <br />NTS <br />C <br />2 <br />to <br />m <br />O <br />IL <br />0 <br />W <br />m <br />N <br />N <br />