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� - a�- <br /> �`� y : � SS <br /> x /o�f lo� � R-oLl� IIE-P <br /> — _ t' � <br /> � � <br /> _, G✓t) _ <br /> � '1��\ -- �o-P OF SA110 4.,7r <br /> - ZO ' `1.o F\�-�..9L1,0 <br /> ��� `_y_�9 5�.�--�__.�/ <br /> P�A� v���.�/ ---____ -�-�- <br /> SET- BACKS � J a.' I /o'_� V' <br /> HOUSE System must be� <br /> Tank ��� from property lines X - SF�-<�o� ��}S�y� c�-��o-��_. <br /> ��-�- 'C� s� � from wel!s <br /> a� from b'dgs. <br /> ���f� �'��� w,���E ;,�,, irea'men! orea ��frcrn lokes -� streoms <br /> 1-��rr�ifc-n 11a LowEQ - uii � i - <br /> Treatment oreo �� from property lines NOTE� Power suppiy and switches musf be locoted in a <br /> ���. -Co K��' • , , weather proof encbwre outside the pump�ng chomber and manhole <br /> -s���-s sNaL�o�•.J M�NN��S m�n i�' ���from we:ls <br /> C�aceF�c� zo ';rom b!dqs. <br /> ' ci 1z' from trees �` , SOIL BORInG ELEVATIONS <br /> i ' ��' � I� I� <br /> � ; <br /> �min. ( THII� �L,-�b�"q �(�"� a -qs�.S <br /> I ; �"d�o.su I � TH.�� �L.-�a��f <br /> Tank � I ;:I - 0' - grnde 2% <br /> Tonk ••� PRESSURE DISTRIBUTION MOUND SYSTEM T��� E`•-�`��3 <br /> Drop to Tonk � �+� TH io �L-9S�'� <br /> I ��in. I"io 8� � ; TN.`�I EL.-9.5� <br /> Pump.ng <br /> � Max.l��to4� � ���P T���S Sl��A�.�oc�J Chomber EL`_VATIOV ot PROPOSEO PL�MPING <br /> 4�l0 6��dio.pipe CHA��Btn- 5 ��>�w��94�.o <br /> � SYSTEM DESIGN -MOUND �4�� ��JS� <br /> ��veo.y _ -fo� c3�.�L -g S�.o <br /> �i `vw�s-� �wu� -�I`145 .O <br /> TYPE-�, �. BEDf�00M , Ave�age percolation rote�_min./inch (design.83sq.ft heotment orea pergal. of daily sewoge flow) <br /> �i.�SZ gol./day x.83sq.ft/gol.�a sq.ft.of treotmeni areo +10% _�_sq.fi. (= IOfi,width=��.fi.lenqth of bed area+side slope run..�.to I x�heigh�= �_ft.xLS�f t,lown•orea needed) <br /> � qean rock needed- �`Lsq.ft.treotment area x •���depth of rock=��cu.ft=27=�_cu.yds.(3/4�to 21/��dia. ,includes 2�of rock above pipe) <br /> j --w�-��� Cleonsond fill below rock needed.�2�a.yds. opprox. , sandyloom bockfill.�_a.yds.approx., topsoil 6���_cu.yd. AV�. ���o a��1� a-4 � <br /> (�A-Et.�c_1tc1�_�?�__-�o Aoo a.o'7a 'Co ToP So��FoE- _1R4L�c.�tA�SS o���)� s�o) <br /> Number of tanks required �_, ist tonk�gol. , 2nd imk/12.Q12gol.mininms �v s P�-tm P�N u �u x►m p�R- <br /> iI Pumping chomber copacity- 25% of doily sewage fbw of.�,�52_gai.=�gal.+reserve storoge of 15 0��]./BI��_gal.+pipe bac�c drovx�ge- PROPERTY C�:�v��- v �s-� <br /> x9 <br /> of�_gol./IOOlin.ft.of3�dio. supply pipe, lin.ft.needed S _, �_gal.+ monifo!d ��goi./IOOIiRftof�"dia.pipe,ln.fi.needed� , Z- gol. � a .�Lo� <br /> i total capocity needed�`�gol.(plus orea for pump) uSE. T,,,,r,, La�S� ga+l.caP- o o �1 �ra�- Co , <br /> i� � <br /> 1 Distribution pipe L�dia. , 1�lin.ft., -�dia. perforotions��aporf <br /> � - Pump s¢e ��.hp. (pumpable capacity L�gol. 4 cycles/day) �.,,1 s�� )� � H�Ao PQ-E�s J��Sc1�F]��� 3� a��„ n. S—P TEST/NG / G. <br /> � Note : When conslrucling bed - � tnis areo shoutd be shaped Note- �istonce trom treohnent oreo to neiqhbo�inq w�lls- ' Des� ned 9 � -�� <br /> ; _ to diver� run-of( from enlering trea►ment orea. �-'�"��� ���`�� ��� � ' � y PH_ 612-497-3566 <br /> i , Dote �lz/�/q� , <br />