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�o y:►SS <br /> - <br /> r� <br /> 5 <br /> 3 13 <br /> 1113 <br /> 1.0'e.skto -�"� VA•D <br /> SET- BACKS ►v.� I /O' <br /> I <br /> HOUSE System must be: <br /> Tank L2-I from property lines <br /> til As�9rvt�s�. <br /> IS' from wells <br /> \,VA\ Y--oL1T 22 from bags. <br /> Treatment area ='frorn lakes, streams <br /> Treatment area ao from property lines NOTE:Power supply and switches must be located in a <br /> e <br /> M.4r�t{ou5 e gym nt If'from prop weather proof enclosure ourtside the pumping chamber and manhole <br /> I �Rcr F,Lc_ <br /> 'from b!dgs. <br /> from trees SOIL BORING ELEVA1lONS <br /> j L+ '� <br /> ; t <br /> I <br /> aomin. �-r---� THIEL,- <br /> da.supplo TI-.�2 EL.-sus a.y <br /> Tank j I ) -.5v'- grede—/o <br /> Tank :� PRESSURE DISTRIBUTION MOUND SYSTEM TH"3EL- �sa.o <br /> Drop to Tank ! I I TH 74 El <br /> Min. I"to 8' �pt,mp;ng TH5 EL--at-,L'- <br /> Mox.l"io 4' <-,H 0 U Chamber ECEVATIOV at PROPOSED FxJM,P;NC <br /> R- � <br /> 4 to6 CHAMBER- '%, zo dia.pipe -5o7 or- �u���-.��.o <br /> SYSTEM DESIGN -MOUND <br /> TYPE-�, .� BEDROOM , Averoge percolation rate min./inch (design.83sa.ft treatment area pergal. of daily sewage flow) <br /> rood gal./day x.83sq.ft./gal.`ni� sq.ft.of treatment area +10% =5�` 2_sq.ft. (.. IOft.width=-5s,-fi.length of bed area+side slope run oto 1 x1l height= ft.x" ft.lown•area needed) <br /> Clean rock needed- SID_sq.ft.treatment area x )xs-' depth of rock= 511-1 cu.ft=27= Zi1_cu.yds.(3/4"to 21/f dia. ,includes 2"of rock above pipe) <br /> Gor''�s'•r Clean sand fill below rock needed�cu.yds. approx. , sandy loam back fill�cu.yds.approx., topsoil 6" (oD cu.yd. AVS-• SHta� a��u 3 <br /> Number of tanks required a Ist tank 2000 gal. , 2nd conk 00gal,mirirrxms fi s PL1m Pj N vR- <br /> 'g'Ev1S�'p -� <br /> Pumping chamber capacity- 25% of daily sewage flow of Lav gal.= .0 gal.+reserve storage of 150 gT] /Bf�:IaD gal.+pipe bock drainage— PROPERTY C= <br /> of gol./IOOlin.ft.of 2, "dia. supply pipe, lin.ft.needed Seo , 07 _gal.+monifo'd W gat./IOOlin.ftof 1 "dia.pipe,ln.ft-needed , 'Z got, o19 wA-V�----, <br /> total capacity needed 01,1 gol.(plus area for pump) use rnin. loon <br /> Distribution pipe t.r3 dia. , ZSR lin.f t., 2L4-:dia. perforations-Z�_"apart 10-a3-SS <br /> Pump sae l la hp. (pumpoble capacity )tel gal. 4cycles/doy) L.lS l�{ ' Hr--Pao P�E`os . - ,Se�dA?-U5-: tY,, n. <br /> �-T--- S-P TE-STING /VC. <br /> Note: When constructing bed , Itis area should be shaped Note: Distance from treatment oreo to neighboring wells— Designed By: <br /> to divert run-off from entering Ireolment area. - �4 I' 1C)o l t <br /> Dole:�!/�/2Le, PH. 612-497-3566 <br />