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<br /> PLA1J vi^��.J
<br /> SET- BACKS , � �� /
<br /> System must be� �
<br /> : Tank �� from property lines X- �F-���h,.� c��'�S�� w�o-��_,
<br /> � R-C� .�' from welis
<br /> Z� from b'd s.
<br /> fiv�: �KYF'4� �4t..=co3 '�'� �`
<br /> - pq y � � Treo men��orea =�from lokes, �s#�+�eamrs��'
<br /> � Treotment orea ad� from property lines � NOTE�Po�wer supply ond switches must be located in a
<br /> . M��s,S�NA�,►�,� ��o� ,F��.�,►,►►�s weathsr proof encbwre outside the pumping chamber and manhole
<br /> BaceF,c� I7.y��T ,from wells�w.s,
<br /> •; � from bldgs.
<br /> s'# ::i �o 'from trees '� _y__ SOIL BORIhG EI.EVATIONS
<br /> �i i � . „ -1 I
<br /> , � ,
<br /> 7.�min. .
<br /> ' TH�I El.-1�.3
<br /> dw.su F
<br /> i ;• � � grade�%TH�2 L.- oo.�
<br /> Tank � Tonk '� " �30 - TH r3 EL-.�3_�
<br /> Droo Io Tank ,-�seo9..� /ooe�.1 � ��,9„�, "I PRESSURE DISTRIBUTION MOUND SYSTEM TH."4 EL-
<br /> vu+o�.c� .
<br /> Min, l"io 8� �Pumping TH. 5 EL-
<br /> Max.l�lo4� '�' ���P �('�R�-1�S SN�A`.Loc�J Chomber a,000�l, E��1/ATIOV ot PROPOSED PllMPING
<br /> wtil� 'ilw�rri�. CHAMBER- A9.S�to�v�s,�►4 �o.a
<br /> �4�l0 6��dia.pipe ���e �wl is'��i�S��u�'A�aY�c,�y��_ L z.�*is��°�2.�
<br /> SYSTEM DESIGN -MOUND �-jS� �rll alwvJSE� t,.�iS'�F- r` __"` _..�� Y� �_`1-- Cca�.�-4�7.p� �� .. " _ey_�lr
<br /> TYPE-=, = BEOROOM � Averoge percolation rote S•'� min./inch (design.83sq.ft treatment orea pergal,of daily sewage flow) ,
<br /> y SU �,/day x.83sq.ft�gal. .3��sq.ft.of treotment orea +10%=�_sq.ft. (.= IOft,width=�1_ft.length of bed area�side slope run�to I x.�height=�L._ft.x�ft.lawn-area needed)Ac�,
<br /> qean rock needed- i� sq.ft.treotment a�ea x ��� � depth d rodc:�l�cu.ft=27=1�cu.yds,(3/4��to 21/��dia. ,indudes 2��of rock above pipe) �a�ti. sc�>.�,� o�-li� /•4�
<br /> �`�� Cleansandfill below rock needed.Ltt�cu.yds. approx. , sa�dybam bockfill�a.yds.opprox., topsoil 6�.��.Cu.yd._Y�-o.M?�1'�}?�Q. �f0_R'RT� Ho°?o -�n �foQ�,�-- 7� G�`�qs
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<br /> c.J Asti�o . " _ _ . . . __ � �t_�"�oo5�fl,..t�= to Ft2-�_�L�
<br /> _ �_ .__ _ _. _ .
<br /> Number of ianks required.�_, Ist tonk o� gol. ,2nd iank o 00 gal.mirurtxrns �t s P�-I m P�N� �N�am��R-
<br /> N� 3 ti �\_f�iL-���'�--(.�lv"�c.�' u'�'
<br /> Pumping chamber capacity- 25`/0 of daily sewage fbw of� � ga1.=lLgal.+reserve s�ange of ��� . ,�. ��gal.+pipe bac�c drarx�ge— pRppERTY Or� �t-�tc�-ts sc.. c.�
<br /> of��gc�l./IOOlin.ft.of�rdia.svpply pipe, lin.ftneeded �1�_, �gal.-►manifold�gal./IOOlinftof�"dio.pipe,.l'n.ftneeded.�� Z gal. `�
<br /> total cppacity needed '� /'/J gol.(plus area for pump) us� rn�n.a.�ga 1.ca P. 0 .
<br /> � �� Distributio` pipe ���da. ,1121in.ft.� ��._�dia. perforatans���opart , `
<br /> W�� Pump s¢e lZ- hp. (pumpable capacity��gol. 4 cycles/doy) y s�c� �v L. E-t�t�c PQ�ss �.5,���c�dla°a-v� ���11 r,,,.n. $-P ]'EST/NG' NC.
<br /> t ���� Note� When cor�slrucling bed .� , this areo shoub be shaped Note= Distonce irom treohnent areo to neighboring wells— , � �--�--"
<br /> , r �� ��� ��� Designed 9y� .
<br /> � to diverl r�n-off irom entering treatment orea. i Doie�l�/�1/0�, PH. 612-497-3566
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