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1' MIN. <br />1' <br />GRANULAR DRAINAGE <br />MATERIAL <br />FILTER GEOTEXTILE <br />CLAY LINER <br />PERFORATED <br />LYSIMETER PIPE <br />1' MIN. <br />1' <br />GRANULAR DRAINAGE <br />MATERIAL <br />FILTER GEOTEXTILE <br />NON-PERFORATED <br />LYSIMETER PIPE <br />3" <br />VARIES <br />GENERAL EARTHFILL <br />OR SLURRY CEMENT <br />02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet wfu-23sht088 <br />NOTES: <br />1. <br />2. <br />3. <br />2' <br />60-mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />1 <br />3 <br />CLAY LINER <br />4' MIN1 <br />2 <br />NATIVE <br />GROUND <br />6' MIN <br />GSECTION <br />2% MIN <br /> BOOT GEOTEXTILE AROUND HDPE TANK. <br />COARSE <br />GRAVEL <br />2' <br />1 <br />3 <br />1 <br />2 <br />NATIVE <br />GROUND <br />2% MIN <br />FILTER <br />GEOTEXTILE <br />(SEE NOTE 3)4' MIN <br />LOWER 4' OF <br />TANK PERFORATED <br />(SEE NOTE 2) <br />3' <br />6' <br />2' MIN48"120"6DETAIL <br />DETAIL <br />FILTER <br />GEOTEXTILE <br />4. <br />BASE OF TANK 1" THICK PERFORATED <br />30"Ø MANWAY, WITH 1" THICK LOCKING CAP <br />HDPE TANK (TYPICAL) <br />(SEE NOTES 1 & 2) <br />NTS <br />TEMPORARY SUMP (TYPICAL) <br />NTS <br />SHT 7 <br />6 <br />THE CIRCULAR TANK SHALL HAVE AN INSIDE <br />DIAMETER OF 60" AND SHALL BE MADE OF HIGH <br />DENSITY POLYETHYLENE WITH A CORRUGATED EXTERIOR <br />AND SMOOTH INTERIOR. THE TANK SHALL BE EQUIPPED <br />WITH A 30" DIAMETER MANWAY. <br />HDPE TANK PERFORATION PATTERN: <br /> 1/2-INCH DIAMETER HOLES SPACED EVERY 6 <br /> INCHES AROUND CIRCUMFERENCE, AND EVERY <br /> 6-INCHES VERTICALLY. PERFORATE THROUGH <br /> BASE OF TANK AND TO ALLOW EXTENSION OF <br /> 6" DIAMETER LEACHATE COLLECTION PIPE. <br />SEE SPECIFICATIONS FOR PERFORATION PATTERN. <br />CONTRACTOR TO PLACE CAP OVER <br />UPGRADIENT END OF EACH PIPE. <br />EL -0.84 <br />TOP OF CLAY <br />SECTIONS AND DETAILSCUSHION <br />GEOTEXTILE <br />1/2" HOLE 6"6" <br />12"6" HDPE PIPE <br />6" HDPE PIPE <br />18" <br />1" REINFORCED <br />WELDED COLLAR12"60" CORRUGATE HDPE <br />PIPE SMOOTH BORE <br />5' DIAMETER <br />HDPE TANK <br />(SEE NOTE 1) <br />TERMINATION BERM SHALL BE CONSTRUCTED OF CLAY <br />EARTHFILL MATERIAL <br />5. <br />TERMINATION BERM <br />(SEE NOTE 5)36"COARSE <br />GRAVEL <br />2' MIN <br />GRANULAR <br />DRAINAGE <br />MATERIAL <br />PROTECTIVE <br />OPERATIONS <br />LAYER <br />FUTURE WASTE <br />FILL SLOPE <br />(BY OTHERS) <br />2' MIN1% <br />6" PERFORATED <br />HDPE PIPE, SDR 11 <br />(SEE NOTE 4)CLAY <br />LINER <br />NATIVE <br />GROUND <br />2 <br />1 <br />1 <br />3 3 <br />1 <br />NTS <br />FSECTION <br />EL. +1.01 <br />2 <br />1 <br />2' MIN <br />6' MIN <br />4' <br />3' <br />1' <br />LOWER 3' OF SUMP <br />PERFORATED <br />(SEE NOTE 2) <br />60-mil DOUBLE TEXTURED <br />HDPE GEOMEMBRANE <br />TEMPORARY SUMP <br />INTERSECTION WITH <br />EASTERN EDGE <br />LEACHATE TRENCH <br />FILTER GEOTEXTILE6' <br />DETAIL <br />1' MIN <br />EL. -3.39 <br />TOP OF CLAY <br />2 <br />1 <br />APPROX. 20' <br />TERMINATION BERM <br />APPROX. 12' <br />1' <br />4' MIN <br />SHT 7 <br />GEOTEXTILE <br />(SEE NOTE 3) <br />APPROX. 12' <br />6 <br />3 <br />1 <br />LEACHATE <br />COLLECTION <br />TRENCH <br />AND PIPE <br />TERMINATION BERM <br />FILTER <br />GEOTEXTILE <br />FILTER <br />GEOTEXTILE <br />CUSHION <br />GEOTEXTILE <br />5' DIAMETER <br />HDPE TANK <br />(SEE NOTE 1) <br />3% <br />APPROX. 25'APPROX 8'APPROX 2' <br />4" THREADED CAP <br />LYSIMETER PIPE <br />6' OF THE PIPE WILL BE PERFORATED <br />A <br />A' <br />B <br />B' <br />LYSIMETER PIPE HDPE TEE <br />1' OF LYSIMETER PIPE <br />BUTT FUSION CAP NON-PERFORATED <br />LYSIMETER PIPE <br />4" SDR 17 BUTT FUSION CAP <br />SECTION A-A' <br />SECTION B-B' <br />1'