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I <br /> -014'- <br /> h\ <br /> y:1SS <br /> ` ' J <br /> 1"� lo/tl.9S go�Y-R 1 <br /> -R <br /> N Ss S= <br /> �lP <br /> Am <br /> " oo oi <br /> • <br /> ie gw.... - `t 4.0 <br /> ' <br /> SET- BACKS a 3 /0' + a r7 <br /> HOUSE System must be: • <br /> Tank ltil from property lines X- SFS-<1 a Z'Pt S \- w\p"(\4 <br /> 51_1‘_\_, z As-tom T 1' from wells <br /> • <br /> .3..0 from bldgs. w,�L. �s <br /> y• <br /> -buN„ Treatment area _-.7...'from lakes, ?3#feems• <br /> Treatment area from property lines NOTE:Power supply and switches must be located in a <br /> M/44-11-4 oLi%5 W, n ��" 122 'from wells weather proof enclosure outside the pumping chamber and manhole <br /> i r3acef,L� o 'from bldgs. <br /> bi to'from trees ? SOIL BORING ELEVATIONS <br /> i , H <br /> I <br /> (A) --- 01-.1-1. �jmin. ► I 1 If- lIT- <br /> THA�EL.-tL�t1.1 ' k1 1� °►4 6.o <br /> Tank ' j _ da.supply Pipe , rode `i % TH '8 EL.-qy1,3 <br /> i00 g TH"9 EL.- <br /> Tank I PRESSURE DISTRIBUTION MOUND SYSTEM <br /> Drop to Tank t �I TH"IoEL-�� <br /> Min. I"to 8' 1 Pumping TH`11 EL.-a_42.1.0 <br /> Mox.l"to 4' 4_ ��' ? -M li.Y- SN A\_.t_o csJ Chamber ELEVATION of PROPOSED PUMPING 1 <br /> 4"to 6"dia.pipe CHAMBER-c144.Ot,-v,v, 7'4b" cl'3'1 <br /> SYSTEM DESIGN -MOUND • Ammon. -co•T co-F- Ss‘..o.c.1L - 015 a.o <br /> ., tout -r f L.t7 o lc- - 9 44.0 <br /> TYPE-. ., S BEDROOM , Average percolation rate -'1 13 min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) <br /> '?SO gal./day x.83sq.ft./gal. (...a. sq.ft.of treatment area +IO% =L`"P1 sq.ft. ( . IOft.width=Jr__ft.Iength of bed area+side slope run oto I x `__.&height= _ft.xl-)._ft.lawn.area needed) i <br /> i <br /> Clean rock needed- G.,`10 -sq.ft.treatment area x�depth of rock= cu.ft=27=a')cu.yds.(3/4 oto 2 I/ .'dia. ,includes 2"of rock above pipe) <br /> C-•°4‘?-- ----�1e�.� - Clean sand fill below rock needed ';.`e°';.`e° cu.yds. opprox. , sandy loam back fill a�6 cu.yds.approx., topsoil 6" CO cu.yd. RV'-• SPINA o� . a•0 i <br /> c..J , <br /> AS vo <br /> ('t,.Strz�l*�—>w1�. -Co Piot) a067c -Co -C'oQSoN`koF t,tKk ...0tsaQ _s.3.02,6-51'2---.G�Yv__-Scrtsujl <br /> Number of tanks required a. , 1st tank/a,SO gal. ,2nd tank vo 2 gal.minimums Qt..L1 s Pel m P► 4 u ' -1n'i es R— <br /> . <br /> Pumping chamber capacity- 25% of daily sewage flow of gal.=Lugol.+reserve storage of 1505.a 1/131 .2_2__gal.+pipe bock drainage- I <br /> PROPERTY OF:M>c�A1�s'o ar L--t1t) z <br /> of 1`e gal./1001in.ft.of a, dia. supply pipe, lin.ft.needed.112S____, 1 is/gal.+ manifold 1 Vgal./1001irtft of ,dia.pipe, ln.ft.needed 0 . , gal. ,-(11 s <br /> total capacity needed 9(' ' gal.(plus area for pump) U b' rni in. )aSn ga 1.cap. c.l4 J� \-0--t"3 ; <br /> Distribution pipe 122 'dia. , 1'( lin.ft., '>/3.4dia. perforations 71. "apart o -o>ao r,n-s.• t-K.+3i.s• 4o. <br /> I <br /> Pump size l�;�hp. (pumpable capacity a° gal. 4cycles/day) us�� R.. ' Hv-Ao PR�sseN <br /> 0v5Eti�w'� 3� jaw) 1n,�n. S-P TEST/NG ,a,,,:__ <br /> - Note: When constructing bed rr , this area should be shaped Note: Distance from treatment area to neighboring wells- B <br /> Designedy: -,1-,--- '63;�c <br /> to divert run-off from entering treatment area, 1_,--P "A' i-i?-- �N 1DPH. 612-497-3566 <br /> Dote .�/L /t...4_--, <br />