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S ~N'` <br />~~~ <br />~~, values <br />conductivity, chided <br />SAR, and electrical ecies are in <br />rat+os more tolerant sp soil or suitableited <br />adsorpt1° and as a result, oses, a top will be lim <br />ation Purp ver <br />Migh s diurnf the a 6., of co 12 or 18. <br />to <br />t icaf15eed m xes• p Wi11 ~e used on the ~ 8 For the lowlimits for <br />maximum <br />~~ t y fina that ~~ Value- <br />pla t growth medium i2 and location, the n area <br />um SAR value °f u on the As regrading of a ar 24" of <br />to maximaterial, dePe and 15 respeetively•laced in the top iB <br />a cover m will be 25 eCted to be p the most suitaency of <br />AR and EG wh+ch for SAR and ~~ t donee° ,a n'rn'mum fals.uln Gases <br />soils inteN <br />same • m ling th maY <br />roceeds` led wilt be blending ratios sired <br />cover will be SUbso+ts. Sa P ~6p~centers, ~du ated <br />cre, aPProx+ma1ely re high, aterial within the de <br />taPsoNs and d EG levels a <br />one Penaot SAt~ an values of the backfill m <br />be used to maintain the °gal Area, The final <br />e Refuse Wisp including the <br />range• r~tal and ROadsid South Portal arof Exhibit 6G. <br />pl°adsfde SOUth pO for the Roadside pAl are shown wn on <br />rade are sha <br />tours and final g• original Rg~DA <br />atian Gfuse Disposal Area (RSFt the s1te, <br />reclarn ling the existingng <br />on er than tThe final <br />Roadside Re s represen history of m s oth _ wide <br />section a tang s far the area ces• i5' <br />Gross Due to contour and material batbae~een ip <br />Exhibit 26. The final t slopes • iv slopes over all slope of .~ <br />an 5!a ° N~ <br />are not knownfromR~RDA n 2-2.5h. <br />(erred include als, r asu~tade+af aPProx+m~hannel. <br />were inrs for the t+on interv <br />contou 40' eleva will have g rd a draina9o Present slope <br />ches town <br />benche n 2.5h.1v. the ben 2% north to railed o~ °f 1 Guifromi E ~o ~~ a <br />e <br />lass tha and aPProxime fiist ben°h will b g ateria of the P 8 <br />the +n5ide bove th tbenGh• Refuse m lion •~ ~-.~ <br />e firs faced In anexten read and <br />Existing Governer below th will be P w+t1 be sp not t0 s 3 ~ ~ <br />and used aslish the benchesile. Phis maten~ry in horizo ~ co+ntrol for area <br />estab °~ <br />pie north and ° p% of its maxima fish Pe mavens abt'+shed °n the eai ~ to <br />acted tog Yo estab w.jrll be eoff from ab°ve the P a <br />come thickness. i diversion run• highw Y <br />2' in Brmanen 9 into i g^ of <br />exeeedthe Pile, a p . uth of Sediment Pondix 14-6• The the <br />a <br />above the prlB•wi1~ aiS barge S° is shown in APPIee will come f~°on Exhibit <br />n far the diversi cover the refuse P de s` a for the borrow <br />the south and east of the P , ~- <br />culvert. faesig air ed above and were ellm+na , <br />toxic material reQ EG values ~~ Q <br />nOn- A borrow areand erY high <br />RSRD high <br />6G, sail with calculation. ~4~ f <br />area quantity <br />Rev • 11011 <br />14-6 <br /> <br />