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-1 '- <br /> . - c <br /> y, t'1�� 3 o e o g <br /> � s r <br /> /..t 543-lb - k- uoi5.s <br /> SET- BACKS1 ---------IL-3' <br /> /o —jrj—IL—)I 2,41 1 <br /> HOUSE System muss be: <br /> 1 <br /> Tank iQ' from property lines X- 5���t d'-1 SPA- W\C,"'n-k <br /> u1-`-IS4sf-"m•Oti--S-c- AiC22 from wells <br /> wM-1--0\-1'1*. Q. from b!dgs. <br /> 4 ii% Treatment area ='from lakes, ,�a "c‘'' <br /> Treatment area 2Q.' from property lines , NOTE:Power supply and switches must be locoied in a <br /> • <br /> ti-k01041t)41°.•-yo„ - 1SZsF ,,, ,�e7 •.`"'" weatherproof enclosure outside the pumping chamber and manhole <br /> [3RcrFrtc... IZ..we:" ,from wells <br /> .> from bldgs. <br /> 'l i .. ` 1Q'from trees fl <br /> SOIL BORING ELEVATIONS <br /> min. -11 <br /> TH31 EL.-j ./ -�N'r`4, -/oka•n� <br /> -1-40?- i''' j "d°--:- --Y-25)e. TH�2 EL.-.ail. <br /> ank• 1 Tank <br /> gt rade—/o TH"3 EL:/ .)•3 <br /> Drop to Tank '1 PRESSURE DISTRIBUTION MOUND SYSTEM TI-1."4 EL 71231 2- <br /> I <br /> Min.I"to 8' I k-Pumping TH7 5 EL.-L &' <br /> Max.l io4' 4. -' ? TAS-1 -S SWA`- .O JChamber ELEVATION at PROPOSED PUMPING <br /> CHAMBER-/0014.0 u o <br /> ,7-1w.P, o.1.o <br /> Auto 6 dia.piQe :Vi"'F40�. 1a1 =c- s ory�- ioaa.. .o <br /> SYSTEM DESIGN —MOUND <br /> 1, \-owPrs•<_ .00-r-10 1 - 0 <br /> TYPE-- ., BEDROOM , Average percolation raterain./inch (design.83 sq.ft treatment area per got.of doily sewage flow) <br /> (oro gal./day x.83sq ft/goi. .4 sq.ft.of treatment area +10%=-5.9.2 sq.ft. (= 10ft.width=. ft.length of bed area+side slope run oto I xilL heigtt= -ftx .ft.lam-area needed)Ate. <br /> / <br /> Clean rock needed- Itrasq.ft.treatment area x_6_2_1_depth of rock= $4 0 cu.ft=27= 0 cu.yds,(3/4"to 21/x'dia. ,includes 2"of rock above pipe) tavti. srt)...-Q /.fa <br /> C('- Clean sand fill below rock needed X40 cu.yds. opprox. , sandy bpm bock fill L.t cv.yds.approx., topsoil 6"A.-cu.yd..4- Atr'tM c.s -fo Rap yo�o -!o -(oQso,L )0�. GO-q•:0s <br /> u)Astk£-O i?.n`o2§ f11- = ton t'1.t-),It1L) <br /> Number of tanks required_? , 1st tankboo got. ,2nd tonk/00ogo1.ninirrxrns Ewe ?Li rn Pt N i, �4t Am pe R- - _ . <br /> Pumping chamber copocity- 25% of daily sewage flow of Lo,0 gal.=)SO gal.+reserve storage of 150gzt 1/BR-('0 got.+pipe bock dronoge— PROPERTY OF- 1v149\'e-N ?-<u),.)_ <br /> of Vi gal./I001in.ft.ofd_"dia.supply pipe, lin.ft.needed)I.S , ..i gal.+manifold t gd./IOD linft of 3"dia.pipe,fnftneeded.2, 'Z•- gat. S..< C (,b1 o 4te1T- . 4-04'V <br /> total copocity needed ''S A gal.(plus area for pump) u$s_ Then. loop gas t.ca P_ USD u 0 M 5a . N' ?(L CO <br /> I Distribution pipe 2 dia. , I S?j lin.ft, I)L) 'dia. perforations 3 L "apart <br /> Pump size1�hp. (pumpobte capacity II got. 4cycles/day) J J -'c A S' H 4 Pw�.r.,s '�_�cN A'-t� - 4 0 as 1 J tY„n. ( S-P/TEST/NG / <br /> W. <br /> Note: When constructing bed , this area should be shaped Note: Distance from treotmept oreo to neighboring wells— Designed 9y:. TE $- 4. <br /> to divert run-off from entering treatment area. 13A'rP� -"N IW 100 t <br /> I Dote:3/9/421 , PH. 612-497-3566 <br />