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C _ . . • - •-•.:.\ - :7,:'- 1 t e' rpt .c,v S . �4C_ 17,e-c2. _ t +.� ' 9gy.o - -- ft..-N1-1. ��../ ,- -f -To i c4v�- _ 4 19 _ -. . ' SET- BACKS 1' + /0' I L sil . K1 • - ' t _ HOUSE_ _ System must be: - Tank from property lines ?_- S ..-e_---< _c___)-3, �� _14 N._ t.,.-)voTn-lr \--N,- 1301-S .,1 --‘"\--- .% from wells ?a f ram Bldgs. _IN: . __ Treatment area —1 from lakes, 2.-t- - sW# � Treatment area �0 1 from property line :41-14.11.. NOTE: Power supply and switches must be located in a MA;U�f0�5 mAx.t�'-«" �'from wells weather proof enclosure outside the pumping chamber and manhole _ 13AGerttt— �Q-:from bIdgs. - - r -, from trees t �� X11 SOIL BORING ELEVATIONS �— min. ? r I TH s1 1� EL.-221j --11-11%.= 9`� ./ "dna.suPP�Y EL. grade _% TH�2 -�9e,/ / Tank Tank T TN. 3 EL:�y•s Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 EL-��.9 •Min. l"to 8' Pumping TH7 5 EL.-=--3 L•3 • IMax.l"too' Y.-r P T 1-aY-S SHOA�L0c1J Chamber ELEVATION al PROPOSED PUMPING CHAMBER-crt')�.Qevo,.Ft -9c.c..o 4 to 6"dio.pipe m.si .- 0-i,' -ZLNe._- 9 g 4.0--- SYSTEM DESIGN -MOUND • '1 5 Q - - *:1161.•a - - TYPE-_., BEDROOM , Average percolation rate 1G,,' min./inch (design.83 sq.ft treatment area per got. of daily sewage flow) 7.'0 gel./day x.83sq.ft/gol.b�a sq.ft.of treatment area +10% _ :,`V4 sq.ft. (4- 10ft.width=�q ft.length of bed area+side slope run Lto I XII.height= ' ._N.x`11.ft.lawn•area needed) . Clean rock needed- 4 sq.ft.treatment area x L.9..., _depth of rock='?I? cu.ft=27= V) a.yds(3/4"to 2 V2'dia. ,includes 2"of rock above pipe) i 1 4.4"'s - Clean sand fill below rock needed /(Q cu.yds. approx. , sandy loam back fill ab' myth.approx., topsoil 6"_I_Gu.yd. Avg- Sco•-k- ac- a • i. 1k_t�lAsttscO' �Ml,%.4.10 "'Co AACM, -.0O 10 TO TOY SoN%--Cc•� 1�gT- �3 _ St_e).2 7L} c.,.(a_^to :j ii Number of tanks required_ a , 1st lank 1O°got. , 2nd lank o"o got.minRxrns ?LuS Piaw,QtN 1. GV,a.ni' -?-- i Pumping chamber capacity- 25% of doily sewage flow of ' gal.=./Sd 'ga1+reserve storage of 15 O ga I./BIS got.+pipe bock dranoge— V-- -J\.s --C> ?a.—Lk -49 • PROPERTY OF: ST4-1c.� '•Sir- 1 t of 1 gel./t001in.ft.of_2 dia. supply pipe, lin.ft needed /(,-5-, _3_4_ga1.4 manifoldi gdJl001inft of . dia.pipe,Fn.ftneededZ , gal. _a ,is LV,.I wool.44\u_ ) total capacity needed 9r)0 gal.(plus oleo for pump) u- rn,Y,. /x.50 04°,1,c...e.-- : • O-01-1,0 r' i n. Ala1..\ Go- Distribution pipe.L211:60. , 19'' in ft.,_ dia. perforations ala.uapert - Pump size13i-hp. (purnpabie capacity 2,-D.0 gal. 4cycles/day) U S�--O LI 0 ' H t<'o.o cesso‘sc.�.tgt-i - �9 �g11 wit t n. $-f TE'.S]'IN INC.Note: When constructing bed , this area should be shaped Note: Distance from treatment ono to neighboring wells— Designed By=_ -' -�%4,�� to divert run-off from entering treatment area. la�•A ' .._ -c\-4-A-)4 ? P14. 612-497-3566: