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<br /> \A.'‘ �`-rr- cam. <�. o' /
<br /> _ -- _ 3 0l ,__._o,. y s.S Ss
<br /> . SET- BACKS I 1 o io'
<br /> . - HOUSE System must be
<br /> • Tonka from property !,;nes
<br /> _ _ _��t s v� .G-'1-1.--\__O�.l... -9$tet'-, ; ;T ?E'
<br /> from ;;e;!s •_
<br /> ' .Q f re:n bias.
<br /> • psi Tec!i-,-,e!,t - streams •
<br /> Treatment creo _�� frcrn property lines �NOTE:Peyer supp!y and switches must be located in a
<br /> Miµ`K�'-f.ii s rr,Rx.C."-1�" S from we".'s weather proof encosure outs+de the pumping chamber and manhole
<br /> •
<br /> aCO born btdgs.
<br /> _ /O_ from trees —
<br /> 4
<br /> , -_ r , i \�!_ I 1-- c__-__ -- _—_� SOIL BORING ELEVATIONS
<br /> (..1-411.-.Y---(2_41- 11 - aQ min.- t r II, t
<br /> - - •
<br /> 11�13,�do se���YP'i -- -----� THr_I EL.-Pma. X11 #f," -C�.943.s
<br /> / Ter;K rode -% TH. 2_EL. -14S-S-
<br /> - .
<br /> Tank .:I g r
<br /> Ori to-Tank
<br /> ! PRESSURE DISTRIBUTION MOUND SYSTEM TH»3 EL.-948a
<br /> Nin. I��foB� -� �tii1�t �z. mAr%�co�n TH. 4 �L:94r_3
<br /> t i Max. 'to 4 -� Q Pumping TH.. 5 EL. .3
<br /> -1 4 to 6 dio. Chamber ELEVATION of PROPOSED PL'"1,P;NG
<br /> I pipe
<br /> CHAMBER-9 3'1.D
<br /> •I SYSTEM_ D __ __MOl=ND • Y
<br /> � ��� .-s-vi, SLY--°� Q�
<br /> 94 S.o
<br /> li - TYPE--_, JL BEDROOM , Ave.roge percolation ratet.- 1 min./inch (design.83sq.ft treatment area per gal. of daily sewoge flow)
<br /> I -4:-?-c--)o gal.;''cy x.83sq.ff./gal. '�`�4l sq.ft,of treatment Oreo 4(0% 'I-, sq.ft. + + S 3 '
<br /> ti q. (= 10f..width=_S ft.Tength of bed area+side slope run__HAI I x, _heigFf= `� ft.x.. 3 ft-Town:ore() needed)
<br /> aeon rock needed- Sy_?_sq.ft.treatment area x1.64-1 depth of rock=S1�t z
<br /> p cuff:-27=��cu.yds,(„/4 oto 21/2'dio. includes 2"of rock above pipe)
<br /> Cleon Bond fill below rock needed 1'�0 cv.yds. opprex. , sondy loom bock fill._,?____,C_a,.yds.opprox. topsoil 6�� ..e..!
<br /> cu. 1a�% . �,}a
<br /> Number of tanks required � Gor^,t�1Fr�o o �o� 7.�e-0 --0 -I-oft-50N._Fr:� my-c-t�+ oag-_st.cvc--7Q . _cu.`9 1�I
<br /> u red_a , 1st tank got. ,2nd lank/60o gal,m:n Arns PL Q `r 141.11 N-‘,J L, ��,a„1•�c-
<br /> + Pumping chamber co 25% r -
<br /> pocity- of doily sewage flow of�o�gal.= /SO gol.+reserve sioroge of 15 0o-A.1/B1 ..._(_ ___0_gal.+pipe bock doge-
<br /> of yo-S gal,/IOOIin.ft.ofJ_2.2." supply pipe, ►in.ft.nee , " PROPERTY OF:P14 t-t-t S��QLW �tri
<br /> 1 pply P P , 9 gat... man4fo d 1 S( gal./►OO linft of a dia.pipe,lin.ft.needed '1 , J
<br /> total copoci+,y needed 7 �I LoT-� !$� � L�LE-4 >�o�
<br />�, -��gol.(plus area for pump) u�� n,,,-). /Do_O o..-1 c--V)
<br /> Distribution pipe /1 11 - - 0?-0)-16 Y11 y 1 1-4 Vs N . c n.
<br /> -2..do. 1St- lin.ft. " p�
<br /> _ Y dia. perforations 34. o
<br /> Pump size })a,hp. (pumpoble copocity 141 .gal. 4 cycles/day) u_ - ' t- C-'--t'• •:, _ c-sc
<br /> Note : When cons •-tructing bed , this area shou►d be shoped Note: Distonce from treatment oro to neighboring wells- i S-P TEST/NG /N -
<br /> to divert run-off from entering treatment area. .�,�17/-1'T � -n-4 r-1 1 Oa , Designed 9y: -
<br /> Dote :x/11/2 -, PH. 612-497-3566
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