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<br /> QLA1..� �/1'�� c�aj� I
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<br /> SET- BACKS �� . i o a� �
<br /> HOUSE Sysiem must be�
<br /> Tank $o� from property lines x - S��-��d� 6��S�� w�oT�_,
<br /> �. '�s'�- � , .�' from wells
<br /> ����`�n�'� 3� from b!dgs.
<br /> , .r���.� � �����
<br /> - uu Treatment orea = from lokes , .�. s+reems
<br /> Treotment oreo a�� from property lines NOTE�Power supply ond switches must be locoted in o
<br /> MA�NF�Dc.ES +.++.�.� ►�." oo �from we!Is`��'�-�"'�-' W�ther proof encbwre outside the pumping chamber and manhole
<br /> � tiacrF,« t--, ���.xso
<br /> ;; � ao �from bidgs.
<br /> �� � [� from trees � SOIL BORIhG ELEVATIONS
<br /> � t� � ' - I��� '11-}_"�-�1'��.�
<br /> �c�min. � ' � a 1 l�`I A- q��•�I
<br /> - ,� - • TH. I EL.--���,.3 -r�•a� _ q��,.�
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<br /> � a dia.su 1 � 9�e s a�o TH. 2 EL.-�:��.� �IN�3A - ���.y
<br /> Tank � Tonk � �O �s TH'�3EL.-��� �U ��- ��".'
<br /> Orop to Tank I PRESSURE DISTRIBUTION MOUND 5YSTEM -�N'"5A: ���'�r,c
<br /> Th"4 E�- �°� '�
<br /> �� � L-f��+-�'�'✓s�- ��A�,�'v�..v. a ,..
<br /> Min. I io S '�p�mp��9 TH. 5 EL.-��=
<br /> Max.l��to4� � ��P S'�R�-1�S SH�A�L.oc�J Chamber El.n/AT10V ot PRO�OSED PtlMPING
<br /> 4�to 6��dia.pipe CHAMBER-�����=Y�,��,�,�- �°��.o
<br /> t''�Fe'ScS*:�.-� �(b'P D'� "C3Wt�1L-J�/L•S
<br /> SYSTEM DESIGN -MOUND � Y�o�os��.:= �ow�s-t sLon� -- ioo�.S
<br /> TYPE-�, � BEDROOM , Ave�oge percolotion rate a�•� min./inch (design.83sq.ft treatment orea pergol, of doily sewage flow) '
<br /> 0o gal./day x.83sq.ft.�gal. `��`d sq.ft.of treatment urea +10%= s`�� sq.fi. (.= IOff.width= 55 ft.lenqth of bed area+side slope run�.to t x `�_� height= �fi.x�ft.larm•area needed)���-
<br /> Clean rock needed- �2_sq.ft.treatment area x �•�s� depthof rock= s�` cu.ft=27=�Lcu.yds.(3/4��fo 21��dia. ,includes 2��of rock above pipe) �a�ti. s�rs,o ��� �,.o
<br /> ��`'� Cleon sond fill below rock needed�.�cu.yds. approx. , sa bam bock fill a-'� ppro ,, p � Cu.yd._'P"�f-oMM'�T'�Q_'f0_Flvv. `l0°70 -fo -foQso,L `�S G�.�vs
<br /> -W�SN,� ndy a.yds.a x to soil 6��_� ,
<br /> Number of tanks required�—, Ist tonk /000 gol. ,2ndtonk ��o gal.minirrxms pWs P�-1mP►N�..� �-1i'►amp�R-- _ _ ___ _ _ _ _.�t.�,"_�oas�f�t�= t�" �i.t-t_�.�
<br /> Pumping chamber capocity- 25% of daily sewage flow of ��o gol.= � � gal.+reserve slorage of 15 Oc�],/B��s2 gal.+pipe bock droinage—
<br /> PROPERTY CF: �-�v ""� '--��T'�`> >}'
<br /> of�_gol./IOOlin.ft.of�Mdio. supply pipe, lin.ft.needed �� , �gal.+ manrfold1�gal./IOOlinftof a��dia.pipe,ln.ftneeded=� , � gol. ,�o,� a .���� � T,,�,�t �N���S
<br /> ; total capocity needed�gal.(Plus area for pump) �S� rn,r,. IaSO gal.caP. �-.�:��.s :_ ���� `.��; �`;:�. , �'_�� .
<br /> � - � Distribution pipe �.��da. , �_lin.ff., ��._�dia. perforations '�> ��aporf
<br /> ; Pump size ��� hp. (pumpable capacityl�Lgol. 4cycles/day) �,�s�� IS � H�fao Pg.�ss ���5e_�I�°a-U� y D aa1 ) rr„n. S—P TEST/NG /NC.
<br /> Note � When corulrucling bed �- , this areo shoutd be shaped Note= Distonce trom treohnent areo to neighborinq weus— � Desi ned 9 `'� �'"� '`'! -
<br /> '� io divert run-off from entering treotment orea. �-�����'��= �'�1�-1a--� i r�o ' i 9 y� � � '
<br /> � � Dote��!/"_�/"_ , PH. 612-497-3566
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