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<br /> ,�HOUSE ,
<br /> - - . _ c., _.gym must lie
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<br /> . - TOnk 2Q `ram property !ir.eS X - ����1C?� ---i'. '•i ...).r.,_‘,--._ 1vS1�__.-__-• - -
<br /> ?� from b'Cgs.
<br /> 1-.0),.4.�C- (t t--I1--4..;CT L. :CO ' "' Tr- c ..er,t Oreo IrarTl is es , streams
<br /> NOTE: F�.4J su ' end wrlches rn.ni be located in a
<br /> �E.{>. �u t Treatment ore° 2,..Q.1 from property lines , pp y f f
<br /> f=•�1.,.=u...) �^G>'N.��cS .,r;x.e,"-1z" _��'Pram wells �•cet ter proof era' s,re o 's de the p:np ng c!�mbcr and min fo.e
<br /> CAC>'FIc a_1 f rom bdgs. __
<br /> 1— —, _,r--k. Q !rem trees — . SOIL BORNG NG ELE`A IONS
<br /> r� _, I _..doS tYPP_e_ -- - — _2 -9'1 :5
<br /> 1 Tcnk ! — ,roe % TH. L.
<br /> Tank TH"3 EL.-�t1..
<br /> -----:. , Dro_p_!o Tank L tu
<br /> "i PRESSURE D!STRI�'JTION MOUND SYSTEM
<br /> TH.- EL.-92 .?
<br /> Min. It1 to 8' - rH'5 EL.-`�0D,�
<br /> tt �1 p `,�/ `, Pump,ng
<br /> ' max.111 to 41 K._ C •�F^ F' Y.J s 1-�A\._k_-n
<br /> Chamber ELEVATION at PROPOSED PLMP!NG
<br /> 4 to 6 dia.pipe CHAVbER-c103-c
<br /> A\''c'• -c.K --co'? o-= \--,-- 9 1 L.O
<br /> SYSTEM DESIGN -MOUND SLr',�� c L.. c'‘co SS.O
<br /> TYPE—=, 4_ BEDROOM , Averoge percolation rote 13-`min./inch (design.83 sq.ft treatment area per go!. of daily sewuge flow)
<br /> (-moo go!./day x.83sq.ft/go!.4-)rc sq.ft.of treatment area +10% =54') sq.ft. (= 10fl.width=SS ft.tength of bed area +side slope run..to I x?_� height= 3(-,, ft.x ?I ft.town-area needed)
<br /> Clean rock needed— ,1i') sq.ft.treatment area x l.a c' depth of rock=,C1-)LA cu.ft--27= 1 cu.yds,(3/4"io 21/''dia. ,includes 2"ofrock above pipe)
<br /> Clean sand fill below rock needed11-I cu.yds. opprox. , sandy loam bock fill a-S w-yds.opprox., topsoil 6" ``•1 cu.yd. _Ao •itis—__��—Via__► -2_
<br /> Number of tanks required a 1st tonkloagot. 2nd1ankIcc (�rc.oMr-�E.09 �o c,00 a co"..., -co -z oFsc,"�` \Fg 1.-.-1�1ag suc_ (oS c_Yo.�(-cc,)I
<br /> q , gal.minirt ns R.Q.. Fu.,,nP1►.>>, et��•,r.:,c.�
<br /> Pumping chamber capacity- 25% of doily sewage flow of Lea gal.=1 SO gal.+reserve storage of 15 0C2.1/B1:#.. ° gal.+pipe bock droinoge—
<br /> of 1 Y gal-/100 Iin.ft.of d .dia. supply pipe, lin.ft.needed /o r 15 at.+ manifold 1 PROPERTY OF ln/tt tiM A?lOP�=�'r`�
<br /> , g `�gal./IOO lirlft of "dia.pipe,tn. 7 go!. Z T 3 v 1..�Z �_, )- E>,o. .
<br /> Calot capacity needed 'Th I I.
<br /> go (plus area for Pump) 1..1--_.r__ r.t,n, Joo c a,,.-1.°.,\°, c yz Y1 . 1 t,pp _ (C) ,
<br /> Distribution pipe.L�."dia. , /.SG_Iin.ft., 1/Li "dia. perforations 3C-."oport
<br />_ Pump size1/ hp. (pumpoble copocity 1') 1 gal.4 cycles/day) u t_GI v ' 1-1 c- - �e-Es 01�.�u I. enc- -t C"..`,`-''
<br /> u 1- 1/m,r-, • S—P -.
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<br /> Note : When constructing bed -- , this oreo should be shoped Note: Distance from treatment orea io neighboring Yetis— I
<br /> to divert run-off from entering treatment area. La' -c-7.- '�F - - � �
<br /> - la. 1 O o ' Designed 9y= � ✓--6� ... /TEST/NG / •
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<br /> Dote :_Q/�/f., , PH. 612-497-3566 ��
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