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- l.3 - <br /> !.`t - 1SS <br /> Z /0/X Li} FoLX- ti, --..c:/ - 7._ <br /> / <br /> / n <br /> s <br /> ./ 7S r >\‘•\''' 3,-` - P of sA oTIIIT <br /> ?LA>J V t* -N. / 9_8a_;,_ <br /> SET- BACKS I iY /o'____>( I <br /> HOUSE System must be <br /> Tonk �c)' from property lines X - ._-C_''<t ° 1-2Th}}Sr;\- W\ \- <br /> - �� - v -- 1S` from wells <br /> \.ti/c..w-oVT �o from bags. <br /> u by:�� Treatment area - from lakes , . streoom Ap <br /> . NOTE:Power supply and switches must be located in a <br /> Treatment area 2(-2__ from property lines weather proof enclosure outside the pumping chamber and manhole <br /> MRrat-lo &S .,,..n ti-" _O6'.from wells <br /> eAceriLL_ a0 'from b!dgs. <br /> ,i..... ` 10 ' from trees SOIL BORING ELEVATIONS <br /> I r;-11---1 c I I <br /> Amin. ` TH.a I EL.--Nv 'clrl '(o-cw).l. <br /> - i __1deo.si Iy grade LI % TH.`2 EL .-744:1- <br /> Tank 1 Tank : 1 - NS.- TH"3EL.- _- <br /> Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH 4 EL.-'7g). <br /> Min. Ill to 8, <br /> Pumping <br /> TH.`5 EL--/goP.) <br /> 4. <br /> Ma x.1, to 4. Y-- -- P -VU`LS S\-'+'A\-k_--o(.3,) Chamber ELEVATION at PROPOSED PUMPING <br /> -4'.to 6"dia.pipe CHAMBER-90 1--v-,v, RIrn-v' '19.4.4? <br /> ovos -00-7 oc-"f,t-tu."4 ,50.0 <br /> SYSTEM DESIGN -MOUND r 1 t-o _ -1..Qv-._1_05.0 <br /> TYPE- , 3 BEDROOM , Average percolation rote 4•Li min./inch (design.83sq.ft treatment area per gal. of daily sewage flow) . <br /> 1-1-SO gal./day x.83sq.ft/gal. 3c)3 sq.ft.of treatment area +I0% = tit 0 sq.ft. (= 10ft.width=31_ft.length of bed area+side slope run 9 to I x 3•`1 height= -ft.x �9 ft.Iawn-area needed) <br /> Clean rock needed- y)U sq.ft.treatment area x J-o(1 depth of rock= I-130_cu.ft- -27= 11,0 cu.yds.(3/4110 2l/x. dia. ,includes 2 of rock above pipe) / <br /> Go4.4" topsoil 6�1 `1-2 cu.yd. AVS• SAt- z, 4�P'fu - J. 9 <br /> c v Ash Clean sand fill below rock needed I y D cv.yds. approx. sandy loam back fill ar.yds.approx., 4�D <br /> >LEtArn ��__-Co coo.�o�o -co -COQ Sots Fol- tR_4� .��Ag-�3oP� 5`d <br /> Number of tanks required , I st tank /000 got. , 2nd conk/D00 gal.minirrxms s P I-i m Pt N 13 ��-Am PE 9- <br /> Pumping chamber capacity- 25°/a of daily sewage flow of gal.= )I� gal.+ reserve storage of 15 0 gz 1/B 6 got.+pipe bock drainage— PROPERTY OF L01. SD S-! Ge 9AS`S <br /> of I gal./IOOlin.ft.of a, +dia. supply pipe, lin.ft.needed )`Is , a,`-) golf manifold 1'4 gal./IOOtinftof_ _''dia.pipe,In.ft.needed I) , gal, t_oT a `.31-Y- 1.- -RA>,tr»a� F <br /> total capacity needed S tS q gal.(plus area for pump) uS E rill n. /000 ga 1.co,f_ M"� i'�'o`er S -a.'-� t B <br /> Distribution pipe )1/D--dia. , I I O lin.ft., 1)4 'dia. perforations.3_1•_.“apart 07( m n �3-4 <br /> Pump size I)a--. hp. (pumpable capacity )3"g gal. 4cycles/day) US�-0, aO ' H .-rao Pg-- s,..s .D-Q-NS��fl --- 3 1 cyqli Int n. __ S-PTESTN//G' IC <br /> Note : When constructing bed -.- , this area should be shoped Note: Distance from treatment orea to neighboring wells— Designed By: %`' 0 , e `�'_` <br /> to divert run-off from entering treotment area. 1---07.--- Pel - --11-1 �io' J00Dote :a/a./crl , PH. 612-497-3566 <br />