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i . • � - �S�- <br /> i '� _ <br /> y:1 55 <br /> � , � <br /> �v��tSS��cc.1� �Fd ° _ ` 1 <br /> M N � — — <br /> ,� � � <br /> y.1 S � a kGU"Fl\.l ��'� '�� <br /> —qZ�— \d:�G4�Lifnll. YF�L.I. SAi.lo <br /> :�.. 3.� �sZ 3,� <br /> 'F�J�)1-� \/1'�u.� .o�sq � �.�'_,'�.��__1_ _.�o� <br /> - a, c --- --- n <br /> SET- BACKS ��x " �v� � /D ' io' I 9 ' <br /> I � H'11 ry. �� �\ <br /> HOUSE i • System must be� u�;o `''oY�� � r <br /> ( ' . Tonk aa� from property lines "�`i� >C- S�-<�d�..a c�'�S�� w�o-<�_. <br /> � "� ?� from wel!s <br /> W A LL' -O►-S T ?� f rom b!dqs. ��'��4c��oQ ver��,a : <br /> . �-"�" . � Treotment area =�from lakes,�� s#�� <br /> n�i <br /> Treatment areo �� from property lines NOTE�Power supply and switches must be located in u <br /> MaN►}ou5 „+�» t�." .' �;from we!!s weather proof encbs�ue outside the pumping chamber and manhole <br /> aqGeF"`'" '2-C from bldgs. <br /> � r —� 11Z' from trees I� �I SOIL BORING EI.EVATIONS <br /> i , r _��- <br /> �'�4J ��f�-( �min. � . <br /> � � dia.su t " TH�) El..- ��.3 <br /> . „ <br /> Tank -' LS'— grode�.% TH�2 EL.-�S <br /> Tank TH"3 EL: [_�.� <br /> Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM TH"� EL- <br /> . ' Min. I"to 8� � �-P�mping TH.`5 EL.- <br /> Max.l�'to4� '�' ��P -�'���GS SNA��oc�J Chamber ELE1/A710N ot PROPOSED PUMPING <br /> 4�t0 6��dio.pipe�rx�s-C��v �ti�1��1� 1�-tA'-( 'gs: us�o u�n� CHAMBER-�����'-"".`� �.3.0 <br /> � f�YF'�0 J A-L B K -t�� �.o c..4� t r{sP�c-�. - - <br /> SYSTEM DESIGN -MOUND "^''s-� e� �-'-"�`�- -c�u�-�' �'�o"'�v q-� '�c`s-nr"'.-C�1r��G-�rj <br /> �o� o� '� " - `j7.� <br /> TYPE�, �-� BEDROOM , Avero� percolation rate�min./inch (design.83 sq.ft treotment orea per gal. of daily sewoge flaw) - <br /> �Lz1Z gal./day x.83sq.ft�gol.�sq.ft.of treatmeni orea +10% =5�sq.ft. (.= IOft.width= S 5 ft.length of bed area+side slope run�to I x�heighd= �ft.x�ft,lavm•area needed) <br /> � Clean rock needed— �.L2sq.ft.treotment area x�� � depthof rock=_2Lcu.ft=27=3C_cu.yds,(3/4��to 21/��dia. ,includes 2��of rock obove pipe) � <br /> �c��1YrS�'r._ . " <br /> -wqs�o Cteansond fill below rock neededJ.�.Qcu.yds. opprox. , sondyloom backfill a�a.yds.approx., topsoil 6 �cu.yd. A��• S�a�.�.� o��� � 1 .3 . <br /> ���r�u.E� -to aoo a.o8>o -ro -r_oeso��..�� ����.�,��.�¢- s�e� r?� ����_ t�.�.} <br /> Number of tanks required_�, Ist tank�gol. ,2ndfank.L2U�.gal.minirr�ms R.us P�-arnP��u � �a.�».w�� � <br /> Pumping chamber capocity- 25% of daily sewage flaw of�gol.=��gol.+reserve sforage of 15 0��1/B�.�a gal.+pipe bock drarwge— <br /> PROPERTY OF� ��a'��--'� 90�-�� <br /> of_1�go1./IOOlin.ft.of a "dia. supply pipe, lin.ft needed_�� �gol.�monifold�gol./IOOIiRft of a udiQ.pipe,In.ft needed '� � Z gol. ���U ���v,,�� �,���L,� <br /> total copacity need� ��4_gol.(plus area for pump) usE rn�r. /ODO 9a1,«�o, � U'P��.�-0 T�1 ►�• !-f�►.1. Gc�. <br /> : • Distribution qpe ����ia. ,�t_lin.ft� ��rdia. perforatans.����apat <br /> Pump size�hp. (pumpable capocify 1 l � go�. 4cycles/day) u s��o 1� ' ra wuo ���ss _ c��sc.�,t�-a-��_ y p „� ) h„�n <br /> �-�---- S—P lEST/NG �1�/C. <br /> - . Note � When cons!ruc��ng bed - , tnis oreo shou�d be shaped Note• Distonce from trea!ment oreo !o neigh'�prinq we"s— J � �:, _/, _� �nJ, __. <br /> to divert run-o`.f from entering treatment area. L ,Y';���-�- -�'Ui??-� �es:.^,red y: t - <br /> � ., i - r . , -,,� ,-,-,_ ,��-,_-�5�r, <br />