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;, p�.ei►r;lrfcf - Yrut d,ainrief! cs tt:r erm; ►tent n{ cmut +r; lie systc•rr the eo►tt..aeto, <br />!tits feast cepitlof ove-I. t:o "unlet hung lea? consttuctC4 :t i.s, it is <br />uo brefu't th,:rt tyle coif it is 1.1.:ccd i.►t. Fol exampte, ct 1500 squab.• boot dtain- <br />6ieCd in hravy ctay with high tetter table sutvinq one .zcs.dence marl not teopth as <br />tec£t as a 400 square 6vot d4ain6ietd in sandrl toct rt tei tit rto aateA .tabte lAobtem. <br />The scat is vatiabte (thulk.5 to .the gtacZ ,$) ano tnay b;. comptetety di "e:cn.t <br />►t £oca.t:.ons fess that 100 6ec,t apart. to <br />The ti►pe o6 %e,,xU is on keptacement, o6 yowl dita6:6.ietd tog.icat y shoutd be based <br />on the cA-atit ty o6 yowl txvt.ticuean snit type. To do this, it is p.►tude►tt to <br />have pelteotati.on .tests and soit bo,%ings taken. The "pe,%c" .test is a measwie <br />06 ;tow but traten wilt move tAtough the so.it. BOAi.ngs Witt indicate the depth <br />to tvateA table oh seasonatly satuAate.d conditions (indicated by mottled ud and <br />gray cotou in the soil] and shoutd di.acoven tory ha&dpan oh cfny tayeu tallith <br />tt:itf impede tva.tcA movement. <br />® Soil borings/perc tests are required. <br />❑ Soil borings/perc tests are recorrmended. <br />❑ Soils borings/perc_ tests have been done previously or are not needed. <br />Based o►: t1w. ;.utdi,tgs, the peAson doing your testing shoutd design a system boa. <br />you? pattica&% turten uzeage (based nonnta£to on 150 gat ons put. bed-wom pen day) <br />,td 6or, yowt pattir_a . site. I.t is not u,tusuat to Sind that you may need a <br />mowtd-ty;:e system, since tic majotity e6 CRono's 6o,itz wee clayey and have <br />;:cached saturated cotes ti:Wiin a hew 6ect o6 the swt6ace dwtiutg pa't,t 06 the year. <br />7hGtch styi terns .irs.ta.tted in these soi,Ls in the past 06ten expe&i.enecd scasonat <br />6ai.tau. 1locvevcA, in mary places tte►tches stiff can be used cdie)te eonditioms <br />wte suitabte. <br />t:Wur:a.tly, the CiiN Inspector tviU rceoame►:d it -hat fie 6ects a•te the Mbt,irzwl <br />acceptable ncpail:s based on his btetetedge o5 .the site- a►,d situation. IlutveveA, <br />tltetc is no guarantee that tie %ecernmanded u iU be adequate. Fo.,t <br />Vii,s treason, a design based on soft testi►:g and you: patticttta t site a,td <br />testa usage .i..s abnost aLvays r.eco"cndcd. <br />dumber of Bedrooms in Hcme 1 2 3 4 5 6 7 8 (circle) <br />❑ Recommended type of drainfield <br />❑ Standard Trench; square feet minimum <br />❑ Shallow Trench; square feet mininum <br />❑ MoundiDimensions: <br />❑ Othcr <br />a( 110 Recommendation on system type; you should have soil testing done and have <br />a system designed by a site evaluator, site conditions are too marginal or <br />unknown to make a reasonable recor::nendation without testing. <br />5. 16 the 6aitu4e 06 yowl system is crutsinA It s LIL'ace discharge that is a potcat at <br />otu.ieance to youh nei.ghbons, you wilt no4r=Urr be •ierjuiAed to have yowl tanks <br />ptu»ped as 06tert as nc.ccAsalrf to c.timina.te this rUscltan!le, tsart yours system is <br />hepaited. <br />rage 7o63 <br />