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• <br /> • <br /> • <br /> : Cher::fr,..:no:sr.:re conien:rf ic a depth of inches. Crn ,i, <br /> . . . . <br /> toom:::iaci..thig or sr:::will:re-7.22.: recuolng . oapaciry° lint soil. <br /> ZIT)157_17t.conien:can ne.deten-nitted rolling a soil sample berween the <br /> 7.22:Cif if rolls :into a 1.'-t-inchi wire,the site:5 tO,C we:to 272-7::. If cr--nbles,SE7e. <br /> 1:3! :Y.:,'ye:to <br /> 2 Lay tit corniponen: <br /> aces and dis-_-ibJiinnceli area 03 the site so tha:the <br /> distrib;:tl Dr.Cc:: 712rS pennendicular to the dinecticn of the soc <br /> For comp-orients in open areas,acessure. aycrare zround elevation alCOa the up <br /> slope edge cf the dist:-.ibution Coil. 007 con_.,ponents cc nn.even'sites(rough <br /> nil:ice surfase.;bstfor:the ave.matre. -ound elevation along''.ite:.00 sic:::e..'1.ge of the <br /> disthibution cell is m.easured. The average elevation:s referersce,-_-;.to a benc.'rrnark for <br /> furnine sse. Thls:s rit.emnine the 000 elevaror,of the <br /> Deicm_nint witere the forcc main inorn the dosing cha_mber will connect to the <br /> rilsp.thution systa tO the disinh:.i.tion cell. Place the pipe either before afien <br /> if the Mail: is to Oti inntailed the tirwn slope icsea.,tine n-iinch for the force <br /> Main ma:, not Co thall <br /> sunfitcs• C,oui dens <br /> rol cff rem -.e,;:tranoit 7 6 caches long oy:mowin and rernovinz cnt <br /> :enetatirn... ?ropare tn.::slit o.perpendicalar so tile-slope,the top 7-8 <br /> inclicis so asca sunfacie ma:that could impede the vertical flow of liquic <br /> :7:to Mc in situ soil. "Wrier tasinsi a Mold:tit:and plow it should have as ma iri .b0007:s <br /> as possible.to:educe the number of over the area to ba Tined,to D,6,■r,;',the <br /> compaction of the subsoil. Tilling with a lvfoldlocard plow is done along contou_-s. <br /> Chisel pe plowing is higrily recommended especially 13 fme terra:red soils. • <br /> Rototilling or other meaitui thztbuJverj the soil is not acce...ptable.:The important <br /> point is that a rou2in,uris, :neared sulfa:ae be le- The agirrezate will intermingle <br /> berween the clods ofsoil,which improves the ir...,filtration r-ate into.thenantral soil. <br /> Lmcedzt ap.;.-iliclaltion of at'1e0536 incht. o.faggegatc is recuired'after tilling. Ali <br /> vehicular traffic is prolaibitedOrithe tilled area For sites where•the effluent may • <br /> move latenaily; vehicle traff-2c also Prohibited for 15 ft.down'slope and 10 ft. on <br /> boil.,sides of level sites. rai_i_,- afterrthe is,c-onopict,sd,yysit tuarli.the soil <br /> t,faitq <br /> out before continuiria:coos tructiori'clic!contact the local inspector for a <br /> determination on the damage one CV raincall. <br /> 1 I <br /> rr:ia.dia. <br /> re.-Cr''re" 0C bOtt.Orr 6 1.-1c of 12o Ipise <br /> , <br /> - <br /> Ste <br /> 6-rninj ,0 3 <br /> o• <br /> 10 7c. <br /> :;:ace the nen:lanine:distribution cell aggregate us ..*component. :Shape the <br /> atizrezate to obtain c:2:-...ifonn minimusn depth of at lr....ast inches above.the 07:2tr.F... <br /> grade <br /> Firct-e 2 riTratm,tinon pipes <br /> effluent distnnutici atcral(s).cm the aggregate_ 'Co:nen:the latenal(s)asing <br /> :Le needed coaetcdons:and pipinit tele 1:0:7;t: pipe from the C.`05;1121 coe <br /> SlOpe the piping orr the iatm-al(s to the force main.pipe. Lay the enluent <br /> re.1C72_1(E, f.tvt. 172_77 after dosint, <br /> a::cast 2:niche: of agrregate over the lateraci(s::. <br /> - „ <br /> ?lace rrecteritile.fabric conform:nr,ts:esti:int:nen:3 of ch.Comm 84, V/is. <br /> Code,o'ver the ari7.tegate.. <br /> acc coves material on the',op of fine iicotaxtile fatinc snd extend the soil <br /> of tha-root-au comoo.nent. <br /> fornpleze Last.:gradir:g stnfarc water dr,aintite away from at-zrade. Sod or <br /> seed and mulch the entire at.grarie component. _ <br />