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08/08/2010 16:18 + sr~iUGS rYioKGaN r~~w~5 1 waUt 1b/bb <br />~'he proposed design is consiste~zt with file existing design in ti~at it iucozporates a state of <br />the azt cozrzposito 11~tex system; 2 i'eet of cozzapacted clay soil bat;rier ove~'laiu by a 60 x~ni1 <br />high clensity;polyethylone flcxiTJla meml~xane linez•. Together, these two eonzponents of <br />the li~nex system pxevent contaminazzts from, penetrating the su~rxounding envii~ozuxzent. <br />Overlying t]ze liner section :is file leaclzate collection layex. The leavhate collection layer <br />cozasists o~ either 1 foot of highly per~nteable drainage sand oz a synthetic drainage <br />r~;aterial called a geocornpoaitc. The geocomposite is coxr~prised of high density <br />polyethy]ene charnzels zaaannfactuzed to zapidly convey liquids and is eonsidez~ed equal to <br />t]ke transz~'~issioA capacity of l foot of drainage layer sand. <br />lFAW1AIC NCtd7 PWH <br />-mYU'c ~P1IPDAID <br />lo• ortnmeM ort+aNNC unn amlofl'F4R <br />IR' 7fYi~AKOLAR ~Gtlt~1{ :. ~. Ili 1 p ~ ~',- ", 4*1' <br />rya j.a R ,-fi. ~ e ~ " <br />r~ ' .~ . ~: , • , ~ ~ • , . on Rn 1 uelc o~Wtw~u~ <br />~ + ~. ~ .~ !r ~~`•~-7.i' G.AT DaMf4U I.IISN <br />~~m~~w~~a,~~~n,. , ,~~R~~~n~ `~..-~~A~ <br />Jsiner Systerza. <br />'l'lzc final cover sectioza is sinulcn'ly dcsigraed with a layer of buffex zxzate;riat installed over <br />tine final waste elewatzon prior to tkze plaoevaent of a d0 zaail Iinear low density <br />polyethylene liner xzzaterial that is overlain by eithea a sand. drainage uk~.terial or a <br />synthetic dzai:aage zzaaterial, geocomposite, T.I1e fuJtal layez• of?he l~.ndf%ll cover sectiotz is <br />a layez of soil material t?zat can sustain and ~roznote vegetaCive growth <br />71107421140GICigAppFcb~gBoporG Bno~ (2).doc ~_$ <br />