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<br /> HOUSE � System must be�
<br /> • . Tonk ao� from property lines - � �=!� '`'`_\ `Z�. <,r� �'`��.pT'.�
<br /> , {v�. '�r�y=,-.,-��- ,✓ �5 ' from v,e1's
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<br /> ; �L.�FT �=Y�? w��.`. 6� ���,._ �� frOm b'i.g5.
<br /> ' �.;-�1 - ����. ;re,��men' aree =� `rorn :akes � strecros
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<br /> � �,,�sEt� ��%��- �C� Treatmert erea zO� `rem property �ines NOTE� Power supply and switches must be located in a
<br /> � ��c�o -faNtis c•�-r o� ��1�u�o==S ���n ��-" ��� 'rom we!',s /�We°ther proof encbsure outside the pumping chamber and manho'e
<br /> I w� aztia, • C�AGCr��� zv '��om 5!�gs. �
<br /> i- -, /o' �rom trees SOIL BORING ELEVATIONS
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<br /> i �i . a „dio supp�Y P�Pe -� o TH.�2��.S3�.N -<u�� -9�r�.o
<br /> � Tank � i . ;;i �_ grade= /o
<br /> � Tank - 5� TH�3E�.'9�15.'� 'C1��`56-�y.�
<br /> ( Orop to Tank � I ; : �r i PRESSURE DISTRIBUTION MOUND SYSTEM .. �, � �
<br /> T�+. � �_-�►y.� -�'�-1 �-��3-'-
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<br /> ' � �V�in. I�� to 8� I � �-Pumping Ty � `�-�1q J '(1��1 u - �1'�y •�
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<br /> i Max.l��to4� � ��GP '��.u`�-� �N'�`-�--�c� Chamber �L�IA"�C� at PROPOSED PUMPWG
<br /> ( 4�to 6��dia. pipe
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<br /> SYSTEM DESIGN -MOUND " Low-�s r ��ooR qq-Z.o
<br /> � TYPE-�, � BEDROOM , Ave�oge percolation rote �l min./inch (design.83 sq_ft treatment area per gal, of daily sewage flow!
<br /> � '� gal./day x.83sq.ft./gol.��sq.ft. of treatment area +10% =��..�.sq.ft. (.= IOft.wid!h= � ft.!enqth of bed area+side s!ope run�to I x�height= �°ft.x3�_ft.lawn�area needed)
<br /> � � Clean rock needed- �`� sq.ft.treatment area x �•� depth of rock=�`�cu.ft=27=�_cu.yds(3/4�!0 2!/��dia. ,inc�udes 2�of rock above pipe)
<br /> � =�=a`�-s� Clean sand fill below rock needed ��^ cu.yds. approx. , sandy!oam back fi!I �� cu.�ds.approx. , topsoil 6�� �3 cu.yd. A�L�-SSt-�o_Q=�'C� 1.z _ �
<br /> c,.�as�v _(�_c,oc-��E*�� -Co Ava ao�o -�Ca ToPso��.�oF �wK=��_A� stoe-;�._��Yo. -t�a,�
<br /> � Number of tanks required � , Ist !ank/��� gol. , 2nd'ank�vvU 9a�.m�rnmurns c•_,�S P:-�t m?�N� l� A m c�E R- _ .
<br /> I Pumoing chamber capacity- 25% of �a�!y sewage f!ow of ?�U gal.=!`�`l gal.+reserve s'oroge of 15 0•;-1/3:� ��� gal.+pipe back drainac,e-
<br /> PROPcRTY v_: � 1L��-� �1'��"� _
<br /> of �`� gel./IOOhn.'t.o` � ��dio. supply pioe, !in.ft.needed ��� , � gal.+ manfio!dl�gal./�Q01',n.�tof���dia.p�pe, ��.ft.needed 7 , �'- gal. 1_n� � �L� �
<br /> itotal capacity needed `^�` `i gal.(plus area for pump) uS� rn�n. ��Sv ga 1.c�p, c��en��0 1�1�--� , l�"��� • 4 0 .
<br /> j Distribution pipe �L�dia. , �� lin.ft., ���z��dia. perforations -'=���apart
<br /> ; - Pump srze `�hp. (pumpable capacityl�2gol. 4cycles/day) _t,.1���-1S_'_}-l-Po Q�Ss O�ScNR?-u'�.� 3�1 �1 �
<br /> � p� � ��-�-- � S—P TESTING ING:
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