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ro 4 <br /> . of e% 3 <br /> 00 ..15S <br /> 4/1' <br /> v <br /> { to'xSo r-c�tiarc - - = - — <br /> ^ <br /> ` y 3'O ���°-�.lS urs '1.1- /s S <br /> 14 <br /> ?LAO v� tiJ 1-2.% <br /> SET- BACKS 1` <br /> HOUSE System must be: <br /> Tank from property lines X - 5 .../_..-('I r"-1 tib St_ W o-fN-r <br /> SO.. from wells . <br /> from b!dgs. <br /> _G�1. Treatment oreo =_ from Ickes ,L-deems <br /> Lu w rn ' <br /> NOTE:Power supply and switches must be located in a <br /> • Treatment area .2 from property tines• <br /> ► n chamber and manhole <br /> MP, s NA340% f? - '° ,,,"'" weather proof enclosure outside the pumping L .1 from wells ,w so' <br /> }i t34t. ISL. 1�»+ .,from bldgs. <br /> from trees 3 3+. SOIL BORING :ELEVATIONS <br /> • <br /> Amin i� iii 1I ni <br /> THAI EL.-►°3.k - -' -lot.�d <br /> 1� t suPPl� • <br /> grode y%TH R2 EL.-.L 5- <br /> I <br /> nk 8.� <br /> Tai Tank - 7 d TH:'3EL.- <br /> 1 <br /> Drop to Tank 1(20a ..1 I PRESSURE DISTRIBUTION MOUND SYSTEM TH."4 EL- t <br /> Mtn.I"to 8' Pumping <br /> Max.tufo 41 .4- P 'rfk)-MS SVA..1.-o(LJ Chomber io°oq..S. ELEVATION of PROPOSED PUMPING <br /> • CHAMBER-tot.0,,,v,- -e r <br /> ,>"'4 �I L-c> <br /> 41'Ia 6hdio.pipe <br /> �'e-�_»t-�.A-S._1s's_F_.+c�<.t.)as��.'r.-t'-.k�'�'OLoJ__ ^Yn'�,_i;?.^_ <br /> ,� ,r auo 9•�.rem=y,� <br /> SYSTEM DESIGN —MOUND -----------_._-___.._ ----- .------_ <br /> . TYPE-1_, -BEDROOM , Ave?oge percolation rote., - min./inch (design.83sq.ft treatment area per 931.of doily sewage flow) <br /> (... gal./day x.83sq t/gal. `+s"sq.ft.of treatment area +10%= sq.ft. ( - IOft.width= ft.length of bed area*side slope run 1_to I x.ie height= 'A- ! ftx ce) f t.War area needed)flt>e, <br /> pears rock�ded--rte. sift-tree►meat area- 1ci 0 depthof z cu.ft4-27= 14 cu.yds,(3/411.32I/�'dia.,includes 21Iof rock above pipe) m��, tr+1,xv T., '-(' /• . <br /> w�YNS rr peon sand fill below rock needed .t 4 cu.yds. approx. , sandy loom back fel1 cu yds approx , to soil 6" cu.yd._ GO]`!1M?✓??s. 10-A. '4S? 40 0 -Co -(oTso►4. o 61� )-s <br /> .0.",-oos-.-filo.:=.tQ_"..f.a.P.At.) <br /> gal. , aD l mins alas purl Pt W 1. L1�t�1mQt•-R- <br /> Number of tanks required a I st tank 1 t�O 2nd conk L4L go. 1r411 S 1-13 <br /> • Pumping chamber capacity- 25% of doily sewoge flow of C c c) gal.=)fit) gal.+reserve storage of 15 0 gzt 1/BR-( 'C.,gal.+pipe bock drainage— PROPERTY 0 = ¢VC:)1--1. -\14 q <br /> of-I gal./IOOlin.ft.of 11 dia.supply pipe, !init.needed_2_0_, a gal.+manifold JIgolJ1001in.ft of X- Hdia.pipe,raft needed 7 , ^'Z got. 17S-<0 p%-o cA•F s 1D-7-\ <br /> . total copocity needed 9(0.5 gal.(plus area for pump) 1.340S-r*n r. )0 }0 gelcap. O•G'O'N,C) W i1 1A- --C�' " W- <br /> { <br /> • Distribution pipettl 7.die. , 114 lin.ft., , -- dia. perforations N apart <br /> Pump size—bhp. (pumpoble copocity'JILL gal.4cycles/day) U_se,o y. ' • c c. s» u�►vw-- - 3 ga11 >~„n. $-p TESTING, ///C. <br /> Note: When constructing bed - , this area should be shaped Note: Distance from treatment oreo to neighboring wells— (l % ` 'E' <br /> Designed 9y -': <br /> to divert run-off from entering treatment area. 1'I ` \yf <br /> Dote ^! _ PH. 612-497-3566 <br /> _ <br />