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<br /> ' I0�>: L4K� P-a�k- A�Ep
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<br /> �� 3,l -Toe o�_s u '
<br /> � F��.�� '�.�5 �1.3
<br /> - PLA�J V�'�W /,SsAv� �5�.� �— � e,�
<br /> SET- BACKS I 1� i /O' L �S �
<br /> HOUSE � �
<br /> Syslem must be�
<br /> Tonk a�� from property lines X - SF�-r� �t� C���Sr-�� w�o-��_.
<br /> ��'� ������ �i' from welis
<br /> W�'�-n�T ?` from b'dgs.
<br /> '��yp�� Treotment orea =�from lokes , �i s4rEams��p5
<br /> . Treotment oreo a�� from property lines � NOTE�Power supply ond switches must be locoted in o
<br /> ' Mlkl?a't`�4NAt1[.�,.yo� /DD �from we!Is'�"�`'�"�""''S° weather proof encbsure outside the pumping chamber and manho(e
<br /> � C�RGCF�tL ia"..,�.. �
<br /> :,� a�_� from b!dgs.
<br /> " � �� �from trees
<br /> ii , , � — � SOIL BORI�G ELEVATIONS
<br /> zv min. ' � t � I� �I
<br /> _30�_ � � TH.'I EL.-55'c�.3 �'�!o - �i�'lo.�
<br /> � � '�da.su I
<br /> Tank � - �o� - 9�e�% TH. Z EL.5�:3
<br /> Ta nk TH"3 E L.-�•o
<br /> _Drop to Tonk � "� PRESSURE DISTRIBUTION MOUND SYSTEM .�.h••� E�. 9 � �
<br /> Min. I"to 8� �p�mping TH'S EL.-�=a��
<br /> Max.l��to4� � ���Q -rp���s ���q�Loc�J Ch�mhP� EI.EVAT10V ot PROPOSED PL�MPING
<br /> 4�to 6��dia.pipe CHAMBER- �s�ug�,�� ��t� o
<br /> cvSTEM DESIGN -MOUND �ti4os�� ���-���-no�-97�.��5
<br /> '' �.oW�s� �Lne�- `�'.•'.-.'-:
<br /> TYPE-�, 5 gEDR00M , Ave�oge percolation rate o�o min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
<br /> �S� gal./doy x.83sq.ft�gal.� sq.'t.of treatment area �10% =So�1,sq.fi. (.= IOft.width=�ft.lenqth of bed area�side slope run�to i x�heigh�= �_fi.x��ft,lawn•ar�a needed)Ac��
<br /> Clean rock needed- �sq.ft.treotment area x �•� � de ih of rock= ��� cu, ds,(3/4�to 2l/��dia. includes 2��of ruck above �
<br /> P cu.ft=27= a� y , P�Pe) ���. s�a�,Q 4�-1u- J. y
<br /> ��� Clean sond fill below rock needed 3�� '
<br /> c.vqs�o cu.yds. opprox. , sondybom bockfill a�a.yds.opprox., topsoil 6� �.�cu.yd._�AMM^�Na -to Rdp yo�o -f� -{oQso,,.._ / �.S L�.��s
<br /> Number of ianks re ired� Ist tonk� ol. 2ndtonk D�v ol.minrrxms . - - - ���"�od5���1-L-_ �" F�r�.�L�
<br /> � � 9 , 9 PWs P�1mP�Nu LH�mpE.� —
<br /> Pumping chamber capacity- 25% of daily sewage fknv of ��v ga1.=1��gol,+reserve sloroge of 15 Oc�],/B� �S'.J gol.+pipe boc}c dro'�noge—
<br /> of�� gol./IOOlin.ft.of � Mdia. supply pipe, lin.ft.needed_.` � � � PROPERTY Or� Q�'����'��-� 1-�01 {�
<br /> , L gal.+manifo d�gol./IOOlinft of�-'�dia.pipe, I'n.ftneeded 7 , Z-- gol. .' �'�S � �,4,�,� )� �� .
<br /> total capacity needed ��S`-_gol.(plus area for pump) us� rn1 n. 1 z-.S� 90,1.ca P.
<br /> O���--�b � . �" 1:�, L,� ,
<br /> : , Distribution pipe ���dia. , 19� lin.ft., ���dia. perforotions 3� ��ap�}
<br /> . , Pump s¢e �1 a�.hp. (pumpoble copacity�goi. 4 cycles/day) y SE� )� � �..{��o PQ.��s ���5e���U� 39 aa,\ ) },-„ r
<br /> . Nole � When cortslruclin bed .- this areo shoul0 be sho ed � S—P TEST/NG /NC.
<br /> 9 � P Note= Oistonce irom treotment oreo �o ne�ghboring v�its— I ��i -'., `;,
<br /> to divert run-off from entering treatment orea. ���Ts"---!?-��=`�° •�'i�>>;1 jvv ' � Desiqned 9y� ,- __ �. _u -:- -'---
<br /> . _ _ _ i oo�e� aii�.i� , PN. 612-497-3566
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