Laserfiche WebLink
02-23SLNBSLSL(209) 982-4298DrawnFileDesignRevisionsDescripSymApdDateFORWARD LANDFILLFORWARD INC.9999 SOUTH AUSTIN ROADMANTECA, CA 95336Phone: DateAppdChkdWMU FU-23References:Rev <br />Sheet wfu-23sht077 SECTIONS AND DETAILSGRANULAR <br />DRAINAGE <br />MATERIAL <br />FILTER GEOTEXTILE <br />1' <br />M <br />I <br />N <br />1' MI <br />N <br />3" MIN <br />5DETAIL <br />6" HDPE PIPE <br />SDR II - PERFORATED <br />(SEE NOTE 1)MINFILTER GEOTEXTILE <br />12"3" MIN <br />1 <br />6 <br />1 <br />6 <br />COARSE GRAVEL <br />2 <br />1 <br />2 <br />1 <br />1% MIN <br />1' MIN <br />60-mil TEXTURED <br />HDPE GEOMEMBRANE <br />EASTERN EDGE LEACHATE <br />COLLECTION TRENCH AND PIPE <br />NTS <br />PROTECTIVE <br />OPERATIONS LAYER <br />2 <br />1 <br />CLAY LINER <br />SHT 4, 7 <br />GENERAL <br />EARTHFILL <br />2 <br />4PLAN DETAIL <br />6:1 <br />TYP <br />1%SEE DETAIL <br />6" HDPE PERFORATED <br />LEACHATE COLLECTION PIPE <br />(SEE NOTE 1) <br />30' <br />3:1 <br />6" HDPE PERFORATED <br />LEACHATE COLLECTION PIPE <br />(SEE NOTE 1) <br />5SEE DETAIL <br />FOR EASTERN EDGE <br />LEACHATE COLLECTION <br />TRENCH DETAIL <br />6" HDPE PERFORATED <br />LEACHATE COLLECTION PIPE <br />(SEE NOTE 1) <br />4' MIN <br />6:1 <br />TYP <br />4' MIN <br />6'4' MIN30'6'4' MIN <br />3:1 <br />3:1 <br />3:1 <br />4' MIN <br />6:1 <br />TYP <br />F <br />G <br />2%2% <br />HDPE TANK <br />BASE <br />LEACHATE COLLECTION TEMPORARY SUMP (TYPICAL) <br />EL +3.16 <br />TOP OF CLAY <br />HDPE 45^ CROSS <br />SHT 7 <br />SHT 8 <br />SHT 8 <br />SHT 3 <br />NTS (SEE NOTE 2) <br />EL -0.84 <br />TOP OF CLAY <br />EDGE OF CLAY LINER <br />AND GEOMEMBRANE <br />NOTE: TERMINATION BERM OVER SUMP AND LINER <br /> TERMINATION NOT SHOWN. (SEE SHEET 4) <br />FOR LEACHATE <br />COLLECTION <br />TRENCH DETAIL <br />G <br />SHT 8 <br />F <br />SHT 8 <br />SHT 5 <br />NOTES: <br />1.SEE SPECIFICATIONS FOR PERFORATION PATTERN. CONTRACTOR TO PLACE CAP OVER <br />UPGRADIENT END OF EACH PIPE. <br />2.SUMP DIMENSIONS ARE MINIMUMS. CONTRACTORS MAY ADJUST TO FACILITATE <br />CONSTRUCTION WITH PRIOR APPROVAL OF ENGINEER. <br />CUSHION GEOTEXTILEAPPROX10'VERTICAL PROBE <br />LYSIMETER (BY OTHERS)