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NNNNNN <br /> � <br /> 7 10I x ri P-OGY- 1: -p f -.75 <br /> S� 1f — <br /> --•z + <br /> • 64V — 09.0 <br /> SET- BACKS �. T1. <br /> /O` a v 1 <br /> HOUSE System must be: '` • <br /> Tank ate' from property lines X- S -c'►n,1 6oxSAN... w»-(\a, <br /> _La'. from wells <br /> )k•scls-t\t.s\, `.N.-c--c- •PJv.vi. '2,-' from bags. <br /> t>a ‘..o w -13' \- '''614 Treatment ores - 'from lakes, streams <br /> Treatment area from property lines , <br /> NOTE:Power supply and switches must be located in a <br /> • • 14104 NAAO.MC ! .i'''''"�"PA*" weather proof enclosure outside the pkrtping chamber and manhole <br /> t3ACCF,u._ 13.4 ,from wells erw,s,� <br /> � from bldgs. 3. <br /> 1 iN. !Q'from trees SOIL BORING ELEVATIONS <br /> t ' �` t Ia ' ' 1 <br /> ir, 21 min. I t I i " THIII EL.-..s t -011.41.- /o=,z. <br /> it- ! -Ldto.sups- g' grade ►z%TH.�2 EL.-1 <br /> / •Tang 0 Th. 3 EL. <br /> ' Tank - O PRESSURE DISTRIBUTION MOUND SYSTEM <br /> Drop to Tonk /00080A I 1000�,I PI . TH"4 EL.-..t..4.4 <br /> • <br /> Min.I"f o 8' Pumping TH7 5 EL.-2.).L.? <br /> . Max.l"to4' -4- P -r:m-1�s SHA‘.1-0c.0Chamber i0005.,l• ELEVATION of PROPOSED PUMPING <br /> • <br /> CHAMBER- '1b:0U� ,V 'M 1A-04"lo to.pipe sc-. 4.; ,�� f. -,uu•tA u ',-). b. , -1v- -`")..S,14 <br /> SYSTEM DESIGN -MOUND • . <br /> TYPE- ,a.BEDROOM , Average percolation rate a0.0 min./inch (design.83 sq ft treatment orea per gal.of daily sewage flow) ilv• <br /> .4. .gd./day x.83sgff:/gal. 393 sq.ft.of treatment area +10% sq.ft. (= 10ft.width=? -ft.length of bed area+side slope run _to I x _,O height=__L—.) ftx.:_aft.lava eta needed)11*, <br /> •6/1 <br /> Clean rock needed- . 3 sq.ft.treatment area x '-O depth of rock=39 3 cu.ft_27=.lam-cu yds,(3/4"to 2 V2'dia.,includes 2"of nock above pipe) owe, sA,.>.o -l'} a.O <br /> -w gstt�-oClean sand fill below rock needed aZO cuyds. opprox, , sandy barn back f11�_cv.yds.approx., topsoil 6 1 �W.yd._ ttMo.9�?s� y oh -Co fQso� 9 O. G...�•Kq s <br /> . 1 . �`oos fl .= t " s” <br /> 7. <br /> A.. <br /> Number of tanks required , 1st tank/000 got. ,2nd tank /000gal.minimills fu.ss P r-1 m P1 3 u 44 Am e Eit—— <br /> • Pumping chamber capacity- 25% of daily sewage flow of 4.) gal.= IG1 gat.+reserve storage of 15 Oga 1/81 -Li gal.+pipe bock drainage— <br /> PROPERTY <br /> t`� /1001in.ft.of_2 dia.supply pipe lin.ft.needed ave al.4 manifold t� .� 1. PROPERTY O� Mia.1vo-f P# � 9a� <br /> 9c• PPIY PP , , 9 gdJ100Gnftof dia.pipe , go .►000 U'Y-os-�o o4,4-S ,v • <br /> total capacity needed (000 gal.(plus area for pump)use nun. 1000 gal.ca f. Com' -Oa-LO N► i..1 1� ).1 -S . L0 <br /> Distribution pipe..:dra. ,JOS lin.ft., 11`'‘ °dia. perforations "apart <br /> Pump size hp. (pumpable capacity ►‘O gal.4cycles/day) 11 s --c> 3 I ' H 0-1ao ¶' 'mss _p_IN P'a-ta' -- al ...ea) t.. S-p TEST/NG / . <br /> Notes When constructing bed 7- , this area shout! be shaped Note: Distance from treatment area to neighboring wells— I Designed 9y: U •. <br /> to divert run-off from enteringtreatment area. t.�Y ASG` --t'�ie.a2x • r <br /> 1 Dote...42/A/Q3 , PH. 612-497-3566 <br />