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i <br /> -� a - <br /> -'� y�.�ss <br /> 'l� �c 1.45� Foc.x, c3F-p — — `- — <br /> ' � S <br /> ; ' �r� '�' � 3.5 � 9 5 a•3.9 <br /> - p \ F\" 9 � I <br /> � /.S�SA�to ✓�-ic—�_��____s� <br /> ip�A�J v���,�! `- - --�� <br /> ' SFT- BAC�CS 1 a. .t. __LO�� � <br /> i � <br /> ' HOUSE Sys�em must be� <br /> Tonk �o from prope�ty lines X - S�-L'���*-a �}}S f-�� w�o T� , <br /> LL .�.� from wel!s <br /> �,�/,�rt�1�-o�..1T .� from bdgs. � <br /> =���;,; ireotmen� oreo =�frorn lokes , = streams NOTE�Power supply ond switches must be locoted in a <br /> Treotment oreo ��from property lines W��h� ��f endosure artside the pumping chomber and manhole <br /> M�}�HDI.fS m�n t�-" �. from we':is <br /> I �aceF�c� �'irom b!Ggs. <br />; ' -U' �.'trom trees SOII. BORInG EI.EVAIIONS <br /> � i � _I � i c I� �� r , <br /> I <br />� �min. . TH.�3E!.-q'l3•1 �-1�`1� -9��.� <br /> i I ` 3���"su _ grode '-�% TH.1�EL.-494A <br />� Tonk � �`y�� THiSE�.-�� <br />� Orov to Tank Tonk �:� PRESSURE DISTRIBlJTION MWND SYSTEM .T.F.;�`�L_9'10,0 <br /> ! ... <br />� TH`i�`L-3�� <br /> Nin. t�10 8� �R�mP��9 <br /> i " � '�- EI.�lAT10V at PRO'OSEO PL�MPING <br /> I Mox.l 104 ���P Ti�U`LS S!�'A`.LOc� Chomber CHAYB�n-.�v v�-�,4u�^'+� 9�'�.p <br /> 4�to 6�dia.pPe �3�pgce.�..-tcp crfc�s�-�=-/oa�..o <br />� �_'__ _Lo_w__TST_SrWog-•'oL9.S.-Q_ <br />� SYSTEM DESIGN -MOUNO <br /> TYPE-�, � BEOROOM , Ave�oge percolo6on rote 1L4_min./inch (design.83sq.ft treatment orea perqol.of daiy sewage flaw) - --- <br /> �so gd./day x.83sq.ftlgal.�e�.sq.ff.of heotmeM oreo +10%=�`1sq.fi. (.= IOft.width=�ft.length of bed area+side slope run '�to I x�2 height=�ftx�_ft.lar�n•area needed) <br />� qean rodc needed- �_sq.ft.heotment area x l.vs'' depthof roc�c=�a.ft=27=�2_cu.yds.(3/4�io 21/��dio. ,includes 2��of rock above p�e) � <br />' C,o4PrS� � to soil 6���iZ_Cu. . av� SAu[� o�P�CI�-1 � �.'� <br /> i Geon sand fill below rock needed 314_a.yds. approx. , sandy loom bock fdl.�a.yds.approx., P Yd <br /> �J4sN'�O (f-Sc.C.[�tat!1���-_"Co R�O.���I'o 'C�..'�o4So1�.EoF- lR_R�c:�Lfl�'Sy�o���Q��v) <br /> Number of tanks req�ued�-, Ist tonk�gol. ,2nd lank L�Q gol.mnimtrns FW S P�!r+�P►N t� �-A'�►m p E R-- <br /> i Pumping chamber capocity- 25'/a of daiy sewage flow of.2�gal.=��.gal+reserve stange of 15 0��1/B1�.2�Q gol.+pipe badc dronoge- pRpp�RTY C�� S L p � <br />� ofl�.gd./IOOIin.ft.of3rdia. �pply pipe, Iin.ft.needed.3�lZ� J.�_gat.+maniFo!d�� gd./1001'inftof���dio.pipe,lnftneeded� ,�gol. ��-�� 6`,� �, �U�„l�Cr�Z-'F� <br /> � <br />� total capacity needed�_gal.(plus area for pump) c,S� rn„n. �. p g�,l.caP. <br /> j . � Distribution pipe�3 dro. , .L�1��in.f t., ��3 dia. perforotans�_��oparf <br /> i Pump s+ze ��� hp. (pumpoble copacity��gal. 4cycles/day) ����o �� H�Po PQ.�ss ���S�1�f�'�-�'� 3�i aa11 t,n,n. S'—/� EST/ G / C. <br /> I (� <br />! . Nole= When co�lrucling bed - , �rvs oreo shoub be shoped Note= Distonce trom �reotment oreo io �eiqhbor�nq v+�lls- � peSi ned 9 � `o• � �''- <br /> to divert run-off from entering �reotment oreo. ���"P �� �L�L� ' � � y <br /> ; Oo�c ��./�.�� , PH. 6i2-�97-3566 <br />