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4. D4ain6ictd - you4 d4ain6ie. lie component 06 yota .septic system .the contAacto-t <br />has Ceas.t conthol oven. No mauet how teell constLucted a dna.6n6ield i.5, .it i,6 <br />no beaten. than ,the aoit it .is placed .in. Fo4 example, a 1500 ,square 600.t d4a,in- <br />6.ietd .in heavy clay with high wa.te4 tabf-e se,'Lv.ing one 4es.idenee may not wo41z a3 <br />well as a 400 6quaAe boot dtai.nSieed .in Bandy to 'm with no wa,teA .table p4oblem. <br />The soil i,6 va4,iabte (-thanhz .to ,the glaei.eu) and may be eomptetety cU66erent <br />.in .locations tus than 100 beet apaAt. <br />The .type o6 4epauts on 4eplacemen,t 06 your dra.i.n6.ield logically should be based <br />on the capability o6 your pcuticuta4 soil .type. To do .thin, it is p4udent .to <br />have pe4cotation teats and soil bo4,ings .taken. The "pent" .test is a measure <br />o6 how but wateA tout move -through .the soil. Bon,ings will indicate .the depth <br />.to wateA -table o4 seasonally saturated conditions (.indicated by mottled 4ed and <br />g4ay colons .in .the aoil.) and should dL6cove4 any ha7dpan o4 clay layers which <br />wi ll .impede wat,,A movement. <br />XSoil 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 6.cndcnge, .the peuon doing your -tuting should design a system 6o4 <br />your paraieulan wateA useage (bated nonmatty on 150 gallows pe,% bea4com pen day) <br />and 6o4 you4 par.Uieular site. It iz not unusual .to 6.ind .that you may need a <br />mound -.type system, since .the majoAity o6 04ono's sous are clayey and have <br />perched satu4ated zones within a hew beet o6 .the sur6aee dwti.ng pant o6 .the yeat. <br />Trench systems .in,e.ta ted in .these soils in .the put o6.ten expe4.ienced seasonal <br />6ailu4e. HoweveA, .in many places -tAenehes still can be used where conditions <br />are suitabte. <br />No4ma ty, .the City Inzpeeto4 will 4eeommend what he 6eet.6 are the minimum <br />acceptable 4epavus based on his knowledge o6 .the site and situation. NoweveA, <br />.the4e .cs no yua4antee .that the 4eeommended %epair✓z will be adequate. Fo4 <br />.this %eazon, a dc6ign based on 6oi P- .testing and your particular site and <br />wateA usage .i.s atmo.6t atwayz 4eeommended. <br />Number of Bedrooms in Home 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 minimum <br />Mound Dime+ s4o �iL 17aniJ <br />❑ Other <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 'ailure 06 your system i,6 causing a-~uA6ace discharge .that -ins a potential <br />nuisance .to youh ne.ighbou, you will no4matty be 4equuted .to have your .tanks <br />pumped a-, 06.ten as necessary .to eliminate .this dizchange, until your system is <br />4epai)ced. <br />Page 2o63 <br />