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1� L} <br /> /0)4(.c6, <br /> 5 <br /> JAS <br /> o y.3 <br /> �.o Sze -110U.3 <br /> ?LAO <br /> I <br /> 111 I O� <br /> SET- BACKS <br /> HOUSE System must be <br /> Tank -202 from property lines <br /> from wells <br /> _0 from bsdgs. <br /> �+ from lakes,area = stree s <br /> Treatment area from property lines NOTE:Power soppy and switches must be located in a <br /> weather proof enclosure outside the pumping chamber and manhole <br /> M/t•NtlotBS --in �a." 14from wells <br /> ao :from b!dgs. <br /> L'from trees SOIL BORING ELEVATIONS <br /> t t t I <br /> TH. I EL.-loaS9 -YW"6 -)0k!.:3 <br /> i dna gee —%,TH.-Z EL.- vx <br /> Tank ::i - 90 - TH. 3 EL:�� <br /> Tank <br /> Drop to Topk I PRESSURE DISTRIBUTION MOUND SYSTEM TH_4 cL_Lo z�.I <br /> TH`5 EL- oz •� <br /> Min,l�to 8' �-PumF�9 <br /> Max.l'to4, Chamber ELEVATION at PROPOSED PUM MG <br /> CHAMB4�'lo fi"dia.pipe E�1n - ��l 3�0 <br /> SYSTEM DESIGN -MOUND �� �ow�-t-�-��-- - /n��•� <br /> TYPE--1-- , S BEDROOM , Average percolation rote 11- rrinAvch (design.83sgft treatment area pergal,of daily sewage flow) <br /> 7�l) goL/doy x.83sgft/gd.4,; •s •ft,of treatment ani +10%= �` sq.ft. (-IOfiwidth= G� f!length of bed area+side slope run `}to 1 x43.heigtt=�ftx1(_RIO area needed) <br /> Clean rack needed- GA sq.f L treatment area x' �•a�depth of rock_21 '� cuJt=27= L_ cu yds(3/4 to 2 W da.,includes 2 of rock above pipe) <br /> •• AVS SAs.�o oti�� • �• a� <br /> Clean sand ft7l below rods needed 2DO cayds. approx. , sandy loam back fill _cu yds apprnx-, topsoil 6 '�-W yd- <br /> W RStt�o �L4C1la�1J�J�CD, 4t01.0.XO-070 _CO--r-be SolL._EoF \fRlGt+�Sz9�-'`tl <br /> Number of tanks required—a $ Ist to* 11-0_got ,2nd lank °o D gol.mmirvnrns fva S P4im Pt VJL- 4 <br /> Pumping chamber capacity- 25% of dodysewoge flow of 20 gol.=� 901.+reserve stooge of 150gzkl/B1r-.14D—got.+pipebockdrainage— PROPERTY O d h <br /> Of l'i gol./IOOGn.ftof I 'da.supply pipe, 1'rn ftneeded 20 , 1kgol.f manifold iefgd./t00raft of a"da.pipe,fxftneeded�, Z-- gat. o L <br /> total copor-ity neededgZ�- goL(plus area for pump) gv►I.caP. <br /> Distribution pipe I�3�da. , 19�lin.ft,�� rota .� <br /> ilia. perforations �� ���• � <br /> Pump size 1�hp. (pumpable capacity ao�got.4 cycles/day) J LS�o ao H�Po Pa.�bs ;� �3 z'� 3��o.►1 r,�.n. $-P TESnT/NG / C. <br /> Notes When constructing bed - , Itis area should be shaped Note: Distance from treatment area to neighboring wells— i Designed 9y: ✓� v? <br /> to divert run-off from entering treotment area. vim' '� - /BO - -/ <br /> ; Dore-�./13/�. , PN. 612-497'-3566 <br />