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.;■?:. .%V v--rii: : ^litrPIlllp <br />- >r ■. <br />fc. .- ..v,.:..J|S^;....p,j;,^^^^h <br />h <br />I; *&«:•.- <br />^v,-: ■ • <br />II® sfisti <br />il <br />Pfif? ... .,-. . <br />feSSv-^' <br />*2.^; ^-•: •• ■••2. !. • .' -IT. <br />1'A0>fc. :.ii-.‘- <br />\ <br />•r V..-, 1, '•■ h^,.^■~\ ' -V-v, ^...^..■.:2if-'>fxil>^ J,A1> i. A C55'’ KATYDID '-/\\ =ST. y:c;rAEL, v\ 55375 7 ? <br />497-35C3 <br />Steve.i 3. Sc.^'.ir.rers <br />April 19, 1989 <br />urn <br />l.y “■■■'•'.V •■ -.i ■ <br />Dan Hoffman <br />Lot 2, Block 2 <br />Foxhill <br />Orono, Henn. Co <br />Sub-Divis^on^"^°" completed for a future expansion area for a <br />3?iS Designed for a Type 1, four bedroom home and in accordance <br />ordinancesControl Agency Chapter 7080 and local <br />r <br />'S •? *v , <br />|: V®--A <br />liC-" :r ^ "§W-i< <br />r, vi# <br />•: •: ■•• n <br />mm <br />3 above whe seasonally high water table. <br />The existing system is located west of the house. The soil wes^ o^^ <br />the existing system are fill soils and are not adequate for exoandAc <br />system. The flow line from the 2nd tank is approk.'4^"' <br />below the ground surface & is too deeo for a aravi^y sys^e^ *^he arpa <br />north Of the house is adequate for a •sta.hdard'««t’nenrs'yste=,: <br />The soils at a de.oth of 24" have a percolation rate averaging 4.1 oin/inch. <br />Each trench will need to be over excavated a minimum o'' ’2" and. be <br />replaced with uncompacted loamy sand. This liner is needed to slow the <br />4^trenchef°”I^hf«^i?^®*^r®'^^* ‘‘ ^oxes are used with a minimum of4 trenchesf this liner is not needed* <br />treatment area!®^ installed to lift the effluent to the <br />The power supply and switches must be located outside the manhole and <br />pumping chamber in a weather proof enclosure. A warning dev<ce*must be <br />drainal^ ?hl |5mpinr?haSbl??‘^’* <br />ti3atmint^a?3a! located more than 100* away from the proposed <br />Soil and Percolation Terr <br />Septic System Design <br />CONT'D