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A_. <br />4. D4ain6-ie.td - youA dkai.n6ie.td is .the component 06 your .septic system .the contnaetor <br />has .te"t control oven.. No matter how we.tt copt6tAueted a dnain61e.td .us, it i-6 <br />no bTEEe—A .than .the so.i.t it .ia ptaeed .in. For example, a 1500 square 600.t d4a.in- <br />6ietd .in heavy ctay with high water .table serving one residence may not work as <br />weU as a 400 square 600.t d4.ai.n6.ietd in sandy .foam with no water .table pnob.tem. <br />The 6oit i.6 vw i.ab.te (.thanks .to ,the g.taei.ers) and may be eomp.tete.ty di66erent <br />in toe_ati.ons .tens than 100 beet apart. <br />The .type o6 repaiu on reptaeement o6 your drai.n6ietd .tog.ieatty should be based <br />on ,the capability o6 your pantieutar soil -type. To do .thiz, it -us pn.uden.t .to <br />have percotati,on .testa and soit borings -taken. The "perc" -te,a.t LS a measure <br />o6 how 6a�s.t water wc,tt move .through the soft. Borings wilt indicate the depth <br />.to water .tab.te on seasonatly saturated conditions (.indicated by mottled red and <br />gray eotons .in .the soil) and shoutd discover any hardpan on etay .tayvi.6 which <br />wi.t impede water movement. <br />Soil borings/perc tests are required. � E "DIPG 'M r'fS'_V_) <br />Soil borings/perc tests are recommended. <br />Soils borings/perc tests have been done previously or are not needed. <br />Based on the 6.inding.6, the person doing your .te6ti.ng should dezign a system bon <br />your pantie«eaA water useage (based nonma.tt.y on 150 gatlons pen bedroom pen day) <br />and bo,% your pantieu.tah. bite. I.t i.6 not unusuat to 6.ind .that you may need a <br />mound -.type system, since .the majority o6 04ono's soife are clayey and have ' <br />penehed satuAated zones within a 6ew beet o6 .the sur6ace during pant 06 .the year. <br />Trench systems .ins.ta.tted in .these soit.6 .in .the past o6.ten experienced seasonat <br />6ai tune. However, in many ptaees .tnenchu s.ti U can be used where conditions <br />are suitabte. <br />Nonmatety, the City Inspector wilt recommend what he 6eet,6 are .the minimum <br />aceeptab,te repadhs based on his knowledge 06 .the site and situation. However, <br />.there .us no guarantee that .the recommended %epaiAA witt be adequate. For <br />.thin reason, a design based on soit -tes.tinr and your poAtieutar site and <br />water usage .i.s atmos.t atPivays recommended <br />Number of Bedrooms in Home 1 2 C3)4 5 6 7 8 (circle) <br />Recommended type of drainfield <br />Standard Trench; <br />Shallow Trench; <br />Mound Dimensions <br />Other <br />square feet minimum <br />square feet minimum <br />No 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 recommendation without testing. <br />5. 16 the 6aiC.ure o6 your system i.6 causing a sur6aee discharge .that .is a po.ten i t <br />nuisance .to your nei.ghbons, you Witt nonma.tty be I,c-0.ened .to have your .tanks <br />pumped as o6.ten as neeeseary .to etinti.na.te .this discharge, unrcit your system .c,s <br />repaired. <br />Page 2o63 <br />