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4. D4a in6letd - you4 dna.in6.ie td i,6 the component o6 your septic a ys.tem .the coat ae.to4 <br />luu least contAot oven. No matter how wett con6t4ueted a &u inAietd i-6, it .i,a <br />no b Teh .than .the aoit it ,i,a ptaeed in. Fo4 exampte, a 1500 Equate Soot d4ain- <br />6.ietd in heavy etay with high water .table aenv.ing one 4eaidenee may not woxk ae <br />weU aa a 400 6quau boot dnain6 i.etd in sandy .foam with no wa.ten .table p4obtem. <br />The ao.i.t .ia var iabte (thanks to .the gtae ivLA) and may be compte tet y di 6 6e4ent <br />in tomt ione teas than 100 beet apart. <br />The .type o6 repairs oh uptacement o6 yom dwin6.ietd togicatey ahoutd be based <br />on ,the capab.i,Gizy 06 yowl pa ti.eutzt aoit type. To do .th i b, it ,i,a prudent to <br />have peaeotation teata and 6oit boA" 6 taken. The "Pere" .teat i.6 a meaauu <br />o6 how 6aat wateA wilt move through the aoit. Soni.nga wilt .indicate the depth <br />to waters tabte on seasonally 6aAated conditions (indicated by mottted red and <br />g)tay cotoAA in the a oi.t) and a houtd di,a coven any hardpan on c t a y to yens which <br />wife .impede water movement. <br />xSoil borings/pert tests are required. <br />❑ Soil borings/perc tests are recommended. <br />nSoils borings/perc tests have been done previously or are not needed. <br />Based on the 6indinga, the pehaon doing your testing ahou.td dea.ign a ayatem bon <br />your pantieutan water u,aeage (based noAmatty on 150 gaUon.s perc bed400m pen day) <br />and bon yours pahtieutzm a.c te. It ,i,b not unuauat to 6.ind that you may need a <br />mound -type 6 yatem, a.cnee the majority o6 d4ono' a sods are c ea ye y and have <br />penehed aatunated zones within a hew beet o6 the aun6aee duhi.ng pant o6 .the yeah. <br />T4eneh ayatema inatatted in these ao.cta in the pact o6ten expe4i.eneed aeaaonat <br />6a tune. However, in many ptaeea t4enehes ati,tt can be used Aene conditiona <br />are au.ttabte. <br />No4matty, the City I na pecton wZU recommend what he 6 ee.t�s a4e .the minimum <br />aceeptabte nepai u based on hi.6 knowtedge o6 .the .6 to and situation. Howeve4, <br />there ,c.a no guarantee that the 4eeommended nepaiu w tt be adequate. Fon <br />this %eaaon, a de.aign based on aoi t te.ating and your panto cutan .6 to and <br />water usage i,6 atmoat atmya 4eeommended. <br />Number of Bedrooms in Home 1 2 3 4 5 6 1 8 (circle) <br />M Recommended type of drainfield <br />1-1 Standard Trench; <br />❑ Shallow Trench; <br />co:;"d; Dimensions <br />❑ Other <br />square feet minimum <br />square feet minimum <br />aI C AID s ys rum loA-Y Br tie-,E:D&Z� <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 6aitune o6 your a yatem iz taus -i.ng a s uh 6ace di.s e hang e that -us a po.tentiat <br />nu.izanee to yours ne.ighbou, you w.W no,#matey be 4equ {red to have your .ta.nk.a <br />pumped as o6ten as neeesaany to eP.imi.nate. this di,56 vcge, un.tit yowit system is <br />4epai4ed. <br />Page 2 o6 3 <br />