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<br /> jr—L\-r) ......''""I rv'r4n'��K �o .-C,1 — —
<br /> —1'61nw 3_q;�oy�� x.4.3' SW
<br /> IA 0)0
<br /> SET- BACKS _Nc II L /0' . +. I') 1 SF
<br /> 11 'F )o• �o'
<br /> HOUSE • System must be: I •
<br /> •
<br /> Tonk 2,22 from property lines X- S F_c-!t d 1 cat1 SAW Q-,'µ
<br /> t'11 t_t. -?,A` \--1i---r-1,-1- .' from wells
<br /> *‘-‘1..-1--' P‘ rr t' _0, c,, c from b'dgs.
<br /> T-`c c-::..t--... -n-n-1- -",u Treolment oreo =•irom lakes -'streams
<br /> t-o we"- ..-c ‘_ -rte ' NOTE:Paver supply and switches must be located in a
<br /> KI-c.'�NKc- s�ta�Lv� Treotmenl oreo d„ from property lines weather proof enclosure outside the pumping chamber and rtwnhde
<br /> MAP140a5 "`In t?," . a_('from wells
<br /> - 6AccF,LL. ac'from btdgs.
<br /> r-11 from trees SOIL BORING ELEVATIONS
<br /> vi
<br /> ----,i,-;min. -- TH1! EEL -t,a.4
<br /> �r "° .supply pipe rade�'/o TH..2 EL.-op
<br /> / Tank Tank •
<br /> g
<br /> TH.-3 EL-
<br /> Drop to Tank I rj! PRESSURE DISTRIBUTION MOUND SYSTEM TH:4 EL.-
<br /> .
<br /> L-
<br /> Min.l"to 8' - Pumping TH.5 EL.--
<br /> Max.l'e to 4'
<br /> L.-_Max.leto4' 4. Y-- p -11q1-)Y-S SHtN`‘...0Lk) ELEVATION al PROPOSED PUMPING
<br /> Chamber �..c.-v�.,c�u"••T-- :c.0
<br /> 4'10 6 CHAMBER-
<br /> dna.pipe -faT o= 8•-oc se-- SL. - 16 S
<br /> SYSTEM DESIGN -MOUND • • -(b? �z- e,,•:•c:.:.�•114x,4 s e a.1
<br /> -_ i BEDROOM Average `
<br /> kV.,:_.-•r-- 9 y. I
<br /> TYPE
<br /> S , � , percolation rate?•� min./inch(design.83sq.it treatment oreo pergol,ofdaiy sewage flow)C I*=,c•e- No-{vf's ::t=;, -,z---n' _L-w 5o,"
<br /> 1..• -g(1l./day x.83sq.ft/got'")1 .sq.ft.of treatment area+10%:Ll I6 sq.ft. (1+IOftwidth=y I ft.length of bed area+side slope run U to I xiLi height=--9-.1.--H.x-23 ftlaw)•area needed)
<br /> Clean rock needed- a L sq.ft.treatment area x . ' depth of rode= .cu.ft 4- T cu.yds(3/4'to 21/j dna. irrJudes 2"of rock above pipe)
<br /> 'io4 � Clean sand fill below rock needed�l2� o x. sondyloom bock fill I ) topsoil fi cu. Cl"-)c--- ¶sj�vo_�f----2 - /• `L-'
<br /> wnv+c=o Yom• approx. , a.yds_apQrox., p (L cnM � -to aoo �o�a -ro-r oeso,-kc caF� 1 LAQ a.�sz _G ���.�R�),
<br /> Number of tanks required � , 1st tank/oe� got. ,2ndlonkir,a" gol.rnimxrns ?Lot. Pu,,,P,>Jn.. c-t�fia�„'( -
<br /> Pumprsg chamber capacity-25%of doily sewage flow of 4-5'0 got.=LL .9OT+reserve storage of 1-509a TSI .t 'O gal.+pipebockdranoge= }
<br /> PROPERTY OF: Mu res t -7--�t57-4•
<br /> of_LL ./IOOtin.ft.of3"dia.supply pipe, lin.ft.needed 9,.la_gal.+manifold_IYgdit001etftof3*dia.pipe,!hit needed2-, Z 931. 7.,3C p�C C-4-'4Y1111.- •CSn” V�.
<br /> total capacity needed 57 5/ gal.(plus area for pump) MSE TM,r i cr,l�ce,f- (72c7•-C i-t••'. 1-..17.-1-112 . CC.
<br /> Distributiorid eI'/a- •&o.j1�in.ft, 114
<br /> .dia.perforations 3L- apart l!
<br /> Pump siz� „"p. (pumpoble capacity i Lgal.4cycles/day) ux, a0 ' NE-A,- c''2E`os. '9,U[•_1Ecv--1,•G- .3I .Nwl)wain. S—P TEST/NG / C.
<br /> Note: When constructing bed '7' , this oreo shouti be shaped Note: Distonce from treatment area to neighboring wells— Designed By: i •_ 63 'i•' --
<br /> to divert run-off from entering treatment oreo. L-err�TrT 1 4AtJ i o0 I
<br /> ) Date:A5/y/aL, PH, 612-497-3566
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