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<br /> 3.0 i F��..`�000,v 3�`I I
<br /> �� Si1�o � 99,p !
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<br /> ! I SET- BACKS � 1�-----s�- --��� - � — - �_� ---� �
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<br /> ' HOUSE ; � System must be � ' i
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<br /> I � � . Tank Za� from property lines X - ��-%��� ��- :' �- `_'=-�_ '-���oT'� ;
<br /> 'FI�LL"gASET'l'���+�i �� from wel'S
<br /> 1 l,il AL 1L-OL� 3sZ from b'�gs. - - `
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<br /> ; . "���� . ;�e�'mer�? orea _�=-a� '.o�,es , _ streems I
<br /> Treatment orea "Z�� `r;,m a�c�erty lines NOTE� Power supp!y and switches must be located in a i
<br /> �, ,.,a�u i��_-� „,,,, �,,�� �' ��om ,�.21� weather proof encbsure outside the pumping chamber and manhole I
<br /> � I � l`-ALCF1�t_ �i ,, / i
<br /> � ZD :p'1'1 5 �.�S. I
<br /> i �i �— � r 1�'`�-om �rees SOIL BORING ELEVATIONS
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<br /> �----Zvmin. � THAI `�,-�1�.3 -�j-}"a"L -9gq.0)
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<br /> ; � ���dia suPP�Y P�P� � ��
<br /> � � � � I - t i 5 - grode�% TH. 2�L.�.22�:y
<br /> j Tank � i Tank � � ;;1' TH"3 EL.-93,2.1.
<br /> ; Drop to Tank I I � I �ti PRESSURE DISTRIBUTION MOUND SYSTEM TH••4 �L�_3 �
<br /> . �� � I � `' -,' c'�r�'«'� T'�A�-y�D 1..��
<br /> , Uin. I to 8 � �p�m���9 TH.`5 EL.- �� I
<br /> i Max.l��to4� ��_�� '��`�`L�� ;l�v���c��_�) G,amber EL�VATIOU o1 PRO?OSED PLMP!NG �
<br /> 4�to 6��dia. pipe CHAh1BER-���o,��4 9�i�..v ;
<br /> ' +lY�eo N. .'(o P O� �wc,x - I o U 6.o �
<br /> � SYSTEM DESIGN -MOUND �� Lo�s� -F�oo� - 9��.0 '
<br /> ; TYPE-�, � BEDROOM , Average percolation rate "' •�Zmin./inch (design.83sq.ft trea{ment orea pergal. of daily sewage fcrw) , ,
<br /> � � gal./day x.83sq.ft/qal.,�� sq.ft. of treatment orea +10% _ � '�.sq.ft. (.= IOft.wid'h=�_ft.length of bed area +side s'ope run�to I x 3;Z- heigh!= 3 � ft.x�ft,lawn�area needed) !
<br /> � Clean rock needed- �sq.ft. treatment area x •�depthof rock=�cu.ft :-27=�cu.yds.(3/4�to 2!/��dia.jncludes 2�of rock above pipe) � `
<br /> ; ��'^`-�`f Clean sand fill below rock needed �Zcu. ds. a rox. sand loam back fill �� cu. ds.apcfox. to soii 6�� �-�cu. d q��-�RTaO__ p-_S?'C�=i._�-�-__ � I
<br /> � ��,a�,�-���� Y � PP , Y � Y � p ��-=c.�M�EN� -�� Aea �0°70 'CD '�"OP501�. �O�- \RK.��s�¢ �we�` ?� c�_Yo. �c����;
<br /> Number of tanks required �_, Ist tank�gol. , 2nd!ank/�o v gal.minirrurns , _�S P�m P�N� '- Am QE R- �
<br /> Pumping chamber capacity- 25% of dai!y sewoge flow of � ' gol.=�gal.+reserv2 s'orage of 15 0 -:1/B� �� gal.+oipe back dr�inage- �
<br /> ' / l PROPERTY Or� Co4�1?--� S ���
<br /> of_�q�l./IOOlin.ft.of_�� dia. su p pl y pi pe, li n.ft.n e e d e d i l �, �_ga l.+ man�o'd ��ya�./I O OIin.`tp f y- ��dia.pipe, l�.f!.n2eded � ,�gal. 1lO�y �L�� j
<br /> total capacity needed.�Sa�gal.(plus area forpump) uS� r�„n. 3. J gq�,��P, Q.�v� J �� � ����� ��
<br /> ;; Distribution pipe �l.��dia. , f�14( lin.ft. , 7��?�dia. perforations 3� ��aparf
<br /> A Pump size�hp. (Pumpable capacity�LL gal. 4cycles/day) _�,,,���g ._ �._U �_.t-�=Ao__� Gss � p�Se}�-1 R�-���_ 3�__c�� ��
<br /> � � s-P rEsrir�✓c i�
<br /> Note � When conslructing bed �- � this areo shou�d be shoped Note= D�stonce from trea!ment oreo to neighboring v.e!Is- G��_/,,�, �., �/ ,r�_
<br /> � '� �����vert � F , � � ��-__, �---, � Z_,;� � ' Designed 9y� _
<br /> �un-o,f rom en:enng �reo�me�t orea. ��C � f ��
<br /> n, _ �, ��,,/- _ ?,, �� -�a�-35o6
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