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. _ �'O I _ • ' . _ . __ <br /> • 4 L}:1 SS " • <br /> � <br /> ` !o X fo4S �0 8�p S _ �_ � � <br /> . M � � - . <br /> " ' . s <br /> . .�S <br /> I � � I 3,v -toe oF AW t <br /> � - o - i F�`�.9�is�.� 3.1. <br /> A� A►-�v � 9�.v <br /> ' 'QL.Dt� �/\"�U►� � � <br /> � /D� .�'� 19 � � <br /> SET- BACKS . <br /> �~ �� � <br /> � HOUSE I • Sysiem must be� <br /> Tank �� from property lines X - S�-�c��,1 �q S�t. t���-��_. <br /> L 'C�7MS� 2'r� from wel!s � � • <br /> � from b'dgs. - <br /> -f"'p,; , � 7.�eo!ment orea _�from lakes, _streams <br /> j Treatment orea �� from property lines NOTE�Power suppty and switches must be loca'ed in o <br /> , � weather p roof encbsure ou!side the pum pin g chomber and manhole <br /> . M A-I-�F IDtE S m�» ►�.' . �S from w2!IS ' <br /> � . tiR�rF'c`- �'from bldgs. � � <br /> ; � �—-i 1s?'from trees a � SO(L BORING EI.EVATIONS <br /> � � i � r _'. . t r� ' . <br /> ' ,��min. . - TH�I EL.-�2�.1 't!-a�'(.=-9q3.7 <br /> ' � i : �,�da su I I So'- grode�%TH.�2 EL.'`19�,.'1 . <br /> - "Tonk � ; Tonk ^ TH: 3 El.:332�5 <br /> �roD to Tank I ! � PRESSURE DISTRIBUTION MOl)ND SYSTEM TH,"4 E : . <br /> . �� � U L�_J . tTrh�c'C�F in a�+�t o v� � �'-93Y"y <br /> Min. l to 8 �P�mping TH. 5 EL-.`1'��-:� � <br /> . Max.l�to4� '� ��P Tr��-1�S Sl�+�A`.t_oc�J Chomber ELE1/ATION ot PROPOSED PUMPING � <br /> 4,�to 6�dio.�pe • CHAMBER-�93_d�'�, �N+4 ��sti.o <br /> _ . _ : <br /> SYSTEM DESIGN -MOUND � - A'P�-"k--�� °F '��=1-40�3_� ` <br /> _ ---_L.t9UJ'�-S-T_'F�.oelz--_�194.Q_ � <br /> TYPE-S,.� BEDROOM , Ave�age percolation rote�min./irxh (desic�.83 sq.ft treatment orea per gal. of daily sewage flow) r <br /> .�,�gal./day z.83sq.ft�gal.�.3 sq.ft.of freafinent area +10% _��sq.ft. (.= IOft.width=�ft.lenqth of bed area�side slope run�to I x3_3 heigt�=_�_ff.x�2 ft,lown;area needed) � <br /> I <br /> � Clean rock needed- �_sq.ft.treatment area x •���deptha�rock=�1`�cu.ff=27=�_cu.yds,(3/4'�to 21/�'dia. ,includes 2��of rock above p�pe) � ` <br /> w��� � <br /> Cleansand fill below rock needed ��0 cu.yds. approx. , sandyloam backfill��ca.i.yds.opprox., topsoil 6����cu.yd. A�7�-__SR�O__._.__p�4s1�_:.../_t3.. <br /> c <br /> c�3Ast�� (�R-:Gor!l1^E1�19 "Co AioO 10°l0 'C� ToPSot`f�CF- t�K4�JL�Q S1.o4E. ��---G�Yo_'��ta.�1 <br /> Numberof tonks required�.—, Isttonk��gol. ,2ndtrnk)oDOgol.min�ms Ft,ys P�-tmPtN►-� LRRmpER- , , f <br /> Pumping chamber capacity- 25% of daily sewage flow of�1Z gal.=�.qal.+reserve storage of Z 5 0��1/B1�.�Q gol.+pipe bodc droinage— �o,��� 5�.�� � <br /> '' of� I./IOOlin.ft.of3Mdio. su I i e lin.ft.needed �SV a �� PROPERTY OF= <br /> go ppy p p , � -2ga1�manifold 1`�gal./IOO�iRft of�. dia.pipe�I'n.ftneeded�,3._qal. <br /> total capacity needed_3L2gal.(plus orea forpump) uSE rn„n. �O a1,ca �0'�� "6L'OL1C.� <br /> ! . , ��--9 f' D'�l9?,10 1�f..\ N��1..,�. d0 . <br /> � Distribution pipe L1 da. ,j�` _lin.ft.� �I3Z dia. perforotions�!Q apart <br /> Pump s¢e J 3hp. (pumpoble capocity�L2gal. 4cycfes/day) � US���)--�---.►J�o Ess o_�Sc�iAQ-�,�., 3� aa11 rY, • $-P TEST/NG N . <br /> -�__r__�� . , � .�:��- <br /> Note= When constn,cting bed..� , tnis areo shoua be shoped Note= Distonce- from tceahnent .oreo �o neiqhboring we!:s— ' pesqned 9y�. �^�- �• <br /> to divert run-off from en!ering ireatment orea. L>��'� ��� ��� PH. 6�2-497-3566 <br /> Dc'e ���L�3`� , <br />