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4. Uucin6ietd - Youn d4ai.n6ieCd ib the component o6 your Septic System the co►a actor <br />has teaat contAot oven. No matter how weft constiu cted a di4i.n6ietd is, it i6 <br />no bFEEe—A .than the eo.it it i.6 ptaeed in. Fon example, a 1500 squa.lte boot d4ai.n- <br />6.ietd in heavy clay with high to teh table aen.ving one kes,idence may not work as <br />wett as a 400 aquate boot dnai.n6,ietd in aandy Loam with no uaa.ten table pnobtem. <br />The so.ct i.6 vaniabte (thanka to .the gtaciena) and may be comptetety A66enent <br />in toeationa teaa .than 100 beet apart. <br />The .type o6 repairs on heptaeement o6 your dim n6.ieed tog,icathj ahoutd be based <br />on Vie capab.itity o6 your panti.c.utat so.at .type. To do th", it i-6 pkudent to <br />have pmotati.on testa and ao.ct boninga .taken. The "peke" teat .i.a a mea-me <br />o6 how 6aat water Witt move thhough ,the aoit. 8oninga w,itt indicate the depth <br />to water table on aeaaonatty aatuaated eondi,Li.ona (-indicated by mottted n.ed and <br />gray eotons in the ao.i,t) and ahoutd di.aeoven any hardpan on clay tayeu which <br />Witt .impede water. movement. <br />Er"So borings/pert tests are required. <br />❑ Soil borings/pert tests are recommended. <br />❑ Soils borings/pert tests have been done previously or are not needed. <br />Based on the jindi.nga, the pennon doing your teat.ing ahoutd deaign a ayatem 6o,% <br />your panticu an. wateh uaeage (based no4matty on 150 gattona peA bedAoom peh day) <br />and 604 youh pantieuta4 a.e te. It i.6 not unuauat to 6.i.nd that you may need a <br />mound -type ayatem, 6inee the majority o6 Onono'a aoit,6 are clayey and have <br />peached aatuhated zones within a 6ew 6eet o6 the aun6ace during pant'o6 the yeah. <br />Tneneh ayatema .inAtaUed .in ,these 6oita in the pant o6ten experienced 6eaAonat <br />6aitu4e. However, .in many ptacea tnenehea atilt can be used where conditions <br />are aui,tabte. <br />Nonmatty, the City Inapecton wit t 4ecommend what he 6eeta are the minimum <br />aeceptabte Repaiu based on h.is knowtedge o6 the site and 6ituatLion. However., <br />there .ia no guarantee that the recommended tepa.ina witt be adequate. For <br />thi.a tea6on, a dea.ign based on soit teat.i.ng and your pantieutan .bite and <br />wa.ten usage .i..a atmoat atwaya recommended. <br />Number of Bedrooms in Nome 1(/ 3 4 5 6 7 8 (circle) <br />❑ Recommended type of drainfield <br />❑ Standard Trench; square feet minimum <br />❑ Shallow Trench; square feet minimum <br />❑ MoundiDimensions: <br />❑ Other <br />ErNo 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 6aituAe o6 your ayatem jA cau6 ng a aun6aee diachange that ib a potential <br />nuisance to your neighbou , you wiGt nonmalty be nequined to have your .tanks <br />pumped as o6ten as ncceaaa4y to etbni.nate this diachange, unti.t your ayatem i,6 <br />nepa Aed. <br />Page 2o63 <br />