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<br /> 'PL�S-a �(1�1.�.) �1�--< �Co �,c.q� ]���,,a��o � 94S.p —
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<br /> � �D � .1. /O� � /07 / -
<br /> SET- BACKS • `
<br /> HOUSE • System must be�
<br /> � • , Tonk �"� from property lines x- c G`"�'��Q'� �'����� W����—.
<br /> •;,1� ;�.^c.,s��.,,��, '��`' from wel!s
<br /> ��' ' from b'Cgs. w;--i_���.�•_
<br /> . ,-'�yYu , � 7reo�mer�t erea =�from lokes , ��� �s NOTE� po�,�,er supply and switches m�st be bcated in a
<br /> Treotment orea ==� from property lines y,��h� ��f encbsure outside the pumping chamber and ma�hole
<br /> MaNHo�ES +►���n t�-" i�from we'is
<br /> , BALCFi�c.- �'irom bldgs. •
<br /> r -, �.;'from trees ,� SOIL: BORInG ELEVAT'�NS
<br /> � � r - �.. . t I f�� II
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<br /> L,-��;,> �-r t:min. � . � TH. I EL.-��.4-
<br /> ���,�d�a.su � � grade<_ % TH.�2 EL.�L,�
<br /> Tank � Tank TH"3EL-Q�•�
<br /> Drop to Tonk , "� PRESSURE DISTRiBUT10N MOUND SYSTEM TH"4 EL-�
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<br /> TH`5 EL'-
<br /> . � Min. I��io 8� �-pumP'�9
<br /> Max.i"to4� '�' ���P �11-��-�� S`�-'+A�-�-oc�J ELEVAT�O'V ot PROPOSED PUMP!�u
<br /> '� Chomber �,:, �,
<br /> . 4'�fo 6��dia.pipe �'�`s-ns�� -r}K�-1��L a` N P�-�'� CHAMBER- . _� -L�v �ti„c:.:q�.a
<br /> AP4'F0�4L— A� '1` �_ Np A�SsX�`SC�f�L� 't+�T-{� — �IC' .=
<br /> ' "ro1' Ct" �� ,, - 9�-�
<br /> SYSTEM DESIGN -MOUND �
<br /> TYPE-�, � BEDROOM , Ave�oge percofation rote '-.�- _min./inch (design.83 sq.ft treatment area per gol. of daily sewage flow)
<br /> . �G�gal./doy x.83sq.ft�gal.��sq.ff.of treotment orea +10%= r``"�'sq.ft. (.= IOff,width=�� ff.iength of bed area+side slope run.�to i x�_�` heigh�= �� h.x `�`� fi.lawn•area needed)
<br /> _ � L'lean rock needed- 5 u� sq.ft.treotment oreo x •L�.depih d rock=`�`+ cu.ft=27= a I a.yds�(3/4��to 21/��dio. ,u►dudes 2��of rock above pipe) �
<br /> �'�� Cleansond fill below rock needed�.yds. approx. , sondyloam backfil C�cv.Yds.approx., topsoil 6����4u'yd' Av� S**��'� ��-�a � � � ? ?
<br /> W�Stk�� [���L>MM1rG��. 'CO A�� ?.O�/O 'tD 'T�OQSO\`rr0� \��a:�v�!AQ-. St_c��.�_a�_��9.1c�--.
<br /> Number of tanks required � , IsttankJ.�S.s.�gol. ,2ndfank " �qa l.minirrxins P Lu�, P►-�.�+�Q�r.�� c-t��r►,�c� . •
<br /> Pumping chamber copacity- 25% of doily sewage fbw of '-�-�!`•gol.=�gal.+reserve storage of 150gh�/B�h�o ga�.+Pipe bocfc drorx�ge— �,,��S ���.�.�,�_
<br /> PROPERTY OF�
<br /> of �� ��gal./IOOlin.fl.of.l��Zdia. �PP�Y Pipe, lin.ft.needed�, �_gol.+manifold LgdJ1001inft of�`dia.pipe,I'nft.needed2 ,�_go►• �a � �o �9s�--r
<br /> total copacity needed�5� gal.(Plus area for pump) u,� ��r�. /cc c 9a 1.c�.,�, ' ��.., n ,.-�,.I _ u,-., ��I . C o .
<br /> Distribution pipe �L�z�dw. , ��� lin.f�� ���dia. perforations ���- ��opari
<br /> Pump s¢e ��a hp. (pumpoble capacityL�gol. 4cycles/day) � �� c--,o I� � H��� ���`�� �.9��-`��L�'c- �t o �.'�� h''ti„ . $—P TEST/NG /N
<br /> Note � When cor�structin bed - this oreo shoub be shoped Note= Oistance irom treotment oreo to neighboring wells— � Oes�gned 9y��t�'� � S' �.'•'�, -
<br /> 9 � � -��,= -�, c'�� TN z��--� /c�o ' i
<br /> to divert run-o�i from entering treotment orea. � pote ��/3/g,L , PH. 6t2-497-3566
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