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nent 6,6 r aut b ep-c b ybtem the con-time-ton , <br /> has i£eae ed - t)t t ove&Lan. <br /> i . N dmatteJcehownwoeft co vstnuc ted a dnaA.n6ieL.d a , it a <br /> �• has .eeabt eovtth.v.e even. a 1500 b u.ate 6aot dncu.n- <br /> s: no better than the ba-i.P. .ix � ptaeed �.n. Fon exampQe, <br /> 4 <br /> 6.i.e ed in heavy clay with high water table a e.xving one i e Ldence may not nob.eem. <br /> nk as <br /> weft as a 400 aquane haat dnai.n6ie.ed in bandy Zoam and may no wa ut. tabLety .6 itobte <br /> The. bo.ce "c.a vaJtiab.ee 1100 beteot Q��.eaec.ens) N <br /> eitent <br /> in t.ocati.ana teas than <br /> out d/wJ.n LeLd togicJ2y bhoutd be based <br /> The type a b repaLn� on nep.2aeement o b y To do this, .it is prudent to <br /> 0 e <br /> on the capability b out p��cufan sea type..y <br /> have peItco.eatLan testa and bo.ie bontngb .taken. The. "per test will di..4 ae me.tha4We <br /> ob how baa# water wilt move. �o��edecand,i�,i.onanl�.rd�-wed by moxt.Ced ned and <br /> depth , <br /> to wat�c. tab�ee on b¢.a.aonaP,ey hardpan on ceay .eayena which corona *in the soil.) and bhoutd d i4caver any <br /> milt .impede water movement. <br /> NEISoil borings/perc tests are required. <br /> 0 Soil borings/perc tests are recommended. <br /> CSoils borings/perc tests have been done previously or are not needed. <br /> bhou.ed design a system ban <br /> Based on the 6-i.nd..ngb, the pen4on doing you/. testing <br /> and o yocu,2a�t <br /> water uaeage (based no matey on 150 gat-tow) pen bedroom pen. day) <br /> and bon your panti"eu,eat bite. It is not unu.aua.e to bind that you may need a <br /> mound-type b ybtem, <since the mal on i ty o b Orono'b bo.c eb are clayey and <br /> o have <br /> Neat. <br /> petcehed batutated zones dwa�heaebewbo��nothehe, suk6ace p�t obten a png pant e'u.Qneed beabo►1a.� <br /> Trench . How instated L.aeea trenches stilt can be. used where Bondi ti.anb <br /> bai,eute. However, in many p <br /> are buitabte. <br /> Non natty, the City Iivspecton. wit recommend what he. beets cote the minimum <br /> acceptable nepaL based on his know.eedge o6 the si,te and <br /> be. stn. For <br /> .6 never, <br /> there 1a no guwcantee that the neeommended nepa� a/i . adequate <br /> zit. <br /> and <br /> th ea.san, a. design based on boa testing and Noun p <br /> water usage 1.4 atmobt aewayb neeommended. <br /> Number of Bedrooms in Home 1 2 3 4 5 6 7 8 (circle) <br /> EllRecommended type of drainfield <br /> nStandard Trench; square feet minimum <br /> ElShallow Trench; square feet minimum <br /> Mound�Dimensions: <br /> El Other <br /> No Recommendation on system type; you should have soil testing done and have <br /> a system designed by a site evaluator, site <br /> wiondititnstare,too marginal -or <br /> unknown to make a reasonable recommendation <br /> out b ybtem IA cauh.i.ng a b utbace d1s chatg e that IA a potent iae <br /> 5, nu tae nuisance <br /> ob y w-i.2e norma ty be nequi�ted to have your tanks <br /> nuiisanee to Naar ne-i.ghbons, you. our b ybtem � <br /> pumped as o6ten as necebbaty to eliminate this di�schange, untie y <br /> nepaviced. <br /> Page 2 a b 3 <br /> . ...n v n 0 <br /> . .. ./ , -J-.)/ • I <br />