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/ <br /> '1� y'.155 <br /> i � <br /> I lo f�ll F�I.Y- Q�-� _ — � � <br /> y� - <br /> � 5 , - <br /> �� 3�-�sS `�`�' S 3.5 �F�°`�o�•'� y'� 3��s <br /> s <br /> /.S s�� <br /> �/-� ' -�-__--���_ o�o'�v �a�o <br /> P�A+� v��� <br /> � , � �a� <br /> � o <br /> SET- BACKS <br /> HOUSE System must be� <br /> Tank ao� from property I'u�es ������"� �����` w���� , <br /> �,�, trom we1K <br /> . �S2 from b'Ags. <br /> :�Y;N 7reatment orea =�from bkes, .2�W��\Ds <br /> NOTE�Power wpply ond sw�tches must be locoted in a <br /> Treatment areo 3�s2. #rom property lines <br /> MR���oc.�s �►�.�n t�-" '' � weather proof encbswe outside the pumping chomber and monhde <br /> � from we.is <br /> � QqLCFi[t... a��from b!dgs. <br /> ��'irom trees �, SOIL 80RIn6 ELEVATIONS <br /> � � � � i�' �� <br /> 'min. ' � ' . THIII EL.-g�� <br /> . ,� <br /> i a d�a.s �5 ' - grode 1�%TH�2 FL.3`�.� <br /> Tank � " ` TH:'3 EL:�_� <br /> ' 7onk �:� p�SSURE DISTRIBIlT10N MOUND SYSTEM <br /> Droo to Tonk I T�'���L� <br /> TN`5 EL- <br /> 1��u�. I��io 8� ����9 <br /> Mox.l"to4� �' ���P T�RU�S Sta�A`.�-oc�J EI.NAT10V ol PROPOSED PUMPING <br /> Chamber CHAYBER-���� ���' �3.0 <br /> , �4�10 fi�dia.pipe ��eo,��o a-s �,s-�»�, �C�l�-.io5.ta�'� ina.S.. <br /> G�'Fs-� 'FLoo'� -/03.9 <br /> SYSTEM DESIGN -MOUNO <br /> TYpE-�,, � BEOFt00M , Ave?oge percolation rate LD rnin./uxh (design.83sq.ft haotment orea pergol.of daily sewage flaw) : <br /> ..i�gd./doy x.83sq.ftlgd.�?�..sq.ft.of heaimeM orea �10%=1L�sq.fi. (.= IOft.width=�ft.length of bed area+side sbpe r�►.�:Sio I x�L height=:�L—ftx?3 ft,lawn-aea needed) <br /> Clean rock needed- �4._sq.ft.treotment orea x •J�.�_depthof rodc=�o w.ft=27=JJe_cuyds(3/4'�to 21/��da. ,indudes 2��of rock above p'�pe) � <br /> I _G_�A�� (�nsand fill below rock needed LS a.yds. opprox. , sandY loom bodc fdl1�_a.yds.oppcox., topsoil 6��—WYd• �l� SA�c� o��u • �., 1 .t c�Y9) <br /> I uJ AS1ck�i0 C�-�L11�11a���_'�C TMOO.�lO�j'O _t�_'�OQ$0��..FOE' \f4«G-taJ1-$4 '�1d2Y�'r � � <br /> ; Number of tanks required�--, Ist tank �� gol. ,2ndlanfcL0�gol.rttiriRxrns �s PvmP�Nt�. �-N'Amp�Q- <br /> p�mping chomber capocity- 25% of daiy sewoge fbw of � � go1.=1.L�igal+reserve si«oc)e of 15 Oyz�1/B�.�,��.gol.+pipe badc drainoge— pRpPERTY 0�� `-� � <br /> of��gol./IOOlin.ft.of �rd'a.supply pipe, lin.ft.needed��, 1�gal.f maruFo!d�gdJ1001"utftof3�d'a.pipe�I"nftneeded2 � Z go�. ts�o n <br /> total capacity needed�2�.ga1.(plus orea for pump) ugE. t��,n. /DUO gql.caP. • 4 ' <br /> Distribuiion ppe��da. , �_lin.f t., �_ ��`- .�dio. perforofions�Naport <br /> - Pump size ���.hp. (pumpoble capacityL�3_gal.4cycles/day) �L,�� �L � H�Ao Pa.�bs ����C�.p�� 3 1 aal J t+�+.n. S'—P TES�IV� G- <br /> ' . Nole� When cor�struc�ing bed .�- , this areo shoub be shoped Note� Oistonce i�om �reatment oreo �o ne'�ghbo��q wel►s— � pes�gned 9y� GS � <br /> to divert run-of( from entering �reaiment oreo. �'�'� �'�p`'1 �00� ' PH. 612-497-3566 <br /> , Oo�c=1�.��22 , <br />