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- D - <br /> = 4:1 S S i• <br /> 'PtrL O V%5,--LJ ! <br /> SET- BACKS 11 i /o' 17 <br /> HOUSE i System must be: <br /> Tank 2,02 from property lines <br /> U�- 2f from wells <br /> 2D from b'dgs. <br /> �"� P�lT'14 SILL � """�: T.•eotmert area from lakes, j s imams•},o 5 <br /> Treotment area ZD from property lines NOTE:Power supply and switches must be located in a <br /> P P Y <br /> y � -�IgN,Fs S,4A\_\_o,.J ! 1QQGCF�` '""n '?-' �s from we!ls weather proof enclosure outside the pumping chamber and manhole <br /> .7-0:s from bldgs. <br /> �--� 1s2 from trees y SOIL BORING ELEVATIONS <br /> �omin. <br /> -k,'da.su <br /> I TH 1xc_L.-logo -fN 1`1`(,i-loa3.) <br /> TROWL.-L�.3 <br /> Tarik � � Tank. + ; � -90 - grode�.'/o � � - <br /> -Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM TH 3��:los-S.3 <br /> TH.74 - - 4.� <br /> „ U � LO �L. 1�. . <br /> Min. I to 8 L�J G�} � 1'�A?-►1�0 <br /> It--Pumping TH"SaEL-12-2-1 <br /> Max.l"io4' �r�P T�U��� ��-1�,t.L�vJ <br /> 4'to 6"dia,pipe Chamber ELEVATION of PROPOSED PUMPING <br /> ' <br /> SYSTEM DESIGN -MOUND _Qa�l.: -roY o c�LOL1 -toq�.q <br /> LoWF-_r.�- vt-00-v--4 10144.0 <br /> TYPE-;g:., -5- BEDROOM , Average percolation rate _min./inch (design.83sq.ft treatment area per got. of daily sewage flow) <br /> 2 <br /> 901./day x.83sq.ft/gol..to33 sq.ft.of treatment area +10% =.(a_%__�sq.ft. (= IOft,width=_L` .ft.length of bed area+side slope run.oto 1 x.l{height= '35Z ft.x '2(e ft.lawn.ores needed) <br /> Clean rock needed- (o_�sqft treatment area x/,09" depth of rock=0 1`5 cu.ft=27=2_cu.yds,(3/4"to 21/x'dia. ,includes 2"of rock above pipe) <br /> wustt v Cleon sand fill below rock needed 19n cu.yds. app-ox. , sandy loam bock fill:`4 cu.yds.approx., topsoil 6" q cu.yd. <br /> Z-�Got'1f^EN9 'Co Apo X0°70 -Co ^(^OP501L. FOF tRftGLR� StA4E. -•-L� � ��A��� <br /> Number of tanks required_, Ist tonkliLagol. ,2nd tank o v gol.minimuns t` muS p,iPl N ti <br /> e-1-iAM <br /> Pumping chamber capacity- 25% of doi!y sewage flow of D�gal.:;_ gal.+reserve st i <br /> oroge of 15 0•,s 1/B�.�IZ gal.+pipe back drainage— <br /> of1�gol./100lin.ft.of---!"dia. supply pipe, lin.ft.needed 9 v �• PROPERTY OF: 'D\e- -�� SrS`�- <br /> --� 1�go1 i manifold gal./IOOlin.ft of� dia,pipe,In.ftneeded-')- ,�_go!, �0-•r to , �,L•DL1L �-. <br /> total capacity needed�1 gal.(plus area for pump) uS E 1,,,,N, Sp t,�a P <br /> _ <br /> Distribution�1pi�pe tL1"dia. , 151-lin.ft., ��33,"dia, perforations.�6"sport en o W 0 1-n >Jk <br /> , <br /> Pump size -rte hp. (pumpable capacity 3S2Sagal.4cycles/day) �1����j ' apo aGss� -v___ „ o __ i _ EST/NG N <br /> Note When constructing bed , ttus area should be shaped Note= Distance- from treatment area to neighboring w”-`!s— <br /> • to divert run-off from entering treatment area. - �'Z•��CrG� �a�-1 jpD r <br /> Designed my <br /> Dc•e :</L/'_4 , PH. 612-497-3566 <br />