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� <br /> � - �d8� <br /> `� �:1 5S <br /> �r � <br /> � � � — — L"' � � <br /> r7 /:i�,� o'd F-�G'1- Li��O J <br /> � � . �JS <br /> .� � <br /> /cC^ 30 ���`��.'S/oA�� 3•(�� <br /> /.O�Stk�� 101. �� <br /> Y�1=.=s V 1�u� L� <br /> SET- BACKS O� I /O' � � <br /> F{OUSE Syslem must be� � <br /> Tonk �� from property lines � x- ��1'�� d�--a ���n�-- w'���—. <br /> � �����-� � from wel!s <br /> ?� from b;dgs. Uy��s <br /> -'"u�; TreatmeN orea =�frccn lakes , �s�� . <br /> Treatment orea ��` � from property lines NOTE�Power supply and switches must be ►ocated in a <br /> MaNt�o�S m:�» t�." �; ' i � weather proof encbsure outside the pumping chamber ond manhole <br /> � Ciac�F��� ,from we Is <br /> ;, .?a from bidgs. <br /> ;� ::i �'from trees U SOIL SORING ELEVATIONS <br /> � �� I � _t , t - I� �� <br /> ��min. <br /> � � TH"I EL.—��.9 <br /> 1 ` a ,�do.su I �, _ grode�°/U TH. 2 EL.- �a�`� <br /> Ton,c I Tonk - t�o THr3El.:�•a <br /> Droo to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 El.: <br /> . �� � � a <br /> Min. I 10 8 �� �p�mp�ng TH. 5 EL- <br /> Max.l��to4� � ���P T�U�.s S�-�,�A�.�oc�J Chomber EI.EVAT10� ol PROPOSED PUMPING <br /> �4�to 6��dio.pipe - CHAMBER- T •� u"�,'��r� 9a.o <br /> . _ . . _ - _ �¢.c u-N� �-� �s-t'CR�-�`� - �'.�. <br /> SYSTEM DESIGN -MOUND • '�o� �� `-' � - - ��•y - <br /> t��c.��-+v U� a�"� '� - 9`3,c� <br /> TYPE-�, .�. BEDROOM , Ave�oge percolation rote min./inch (design.83 sq.ft heatment areo per gal. of daily sewage flaw) � ��t' �� " '' -�`b. `} <br /> . �Sc� (,�� 0 3 3 3 9 {t x �.��P'T:-c�':.�nsr rtt`c,.+-�S,_.p�. 'Y`3.�; <br /> gal./day x.83sq.ft�gal. T� sq.ff.of treatment orea +10/o =��..sq.fi. (.= IOft,width=.5��ft.lenqth of bed area+side slope run�to I x_._.height= .�_ft,fawn•areo needed7 <br /> Cleon rock needed- ��`� sq.ft,treatment area x 1•��� depth of rocfc= �� �cu.ft=27= �� cu.yds(3/4�to 2 l/��dia. ,indudes 2�of rock above pipe) � <br /> ���-�'� Clean sond fill below rock needed ���� cv.yds. approx. , sandy bam bac�fill �`� a.yds.opprox., topsoil 6�� �� cu.yd. ��1�• SA�'o v�P�`� � �'� <br /> - Number of tonks required a , Ist tonk I�l� gol. ,2nd tonk 1��j gol.minmims �ut s P�-1 m P�N u �..�¢�m�p� ���o_4too_�o�o-Co.T_o.e So��FoF._��RE���� '�pti�--t-�) <br /> Pumping chomber capacity- 25°/a of daily sewage flaw of ��J gal.= "1�`� gal.+reserve storoge of 1 S Ogz:7./B�-�� gal.+pipe bock dro�noge- �..Q� ti��� <br /> PROPERTY 0���-� <br /> . of � U gol./IOOlin.ft.of � p dia. supply pipe, lin.ft.needed ��D � 30 gal.i manifo!d ��gol./IOOlinft of?�dia.pipe,Inftneeded.2 ,��gal. � '� ,�,,,� �,�,� _, <br /> _ total capacity needed �'�� gol.(plus area for pump} us� rn,r�. ��ga 1.ca p. � -,w..�n ��.1 - �! � _ C o. <br /> _ Distribution pipe ��� �dia. , ��� lin.ft., ����dio. perforatans��- ��apart � <br /> Pump s¢e ��a- hp. (pumpoble copacity ��� gol. 4cycles/doy) ��4�� a� ' H��o PR.��s _ c��saNw�-U� 3g aa\ 1 r+�,�n. i <br /> �- � �-- s-P rEsr�Nc � <br /> , <br /> Note � When cons�rucling bed - , this oreo shoub be shoped Note� Distonce from treohnent areo�to ne�ghborinq wells- � pES;9ned 9y� ��,--� ��`-� - ��� � -- <br /> lo divert run-off from entering treotment oreo. U�'%�'"« �U�� �-n'� � � <br /> • . � � Doic:�/�/��, PH. 612-497-3566 - <br />