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_ ��'- _ . I <br /> � y;I SS <br /> , � <br /> T I O��t SS� gOL�.' $�P � - - ►-. � <br /> � <br /> r .� <br /> ry �Z 1 <br /> `` 9g�_ `�` 3.5 �F�°` oii�p 4•►� <br /> ^ �.5�s�q,-ko 00 •S � <br /> '�.-l�A�► �/l�vJ ' __L�r� i <br /> ; <br /> SET- BACKS t 1 I /O' � _ �.�� J � <br /> � 1 � <br /> ! HOUSE ` System must be� � <br /> ! I Tank �o from property lines >C - ��.c�-��c��--1 c�xYS��-- w�oT�_. <br /> �1t� �S �S' from welis <br /> �� from bldgs. � W��,� ' ` <br /> -f�,;;; Treotment areo = from lokes, � sfreerr+s <br /> Treatment orea � from property lines NOTE=Power supply and switches must be located in a <br /> , � weather proof encbsure outside the pumping ch�nber and manhole <br /> MA�N►{o�Es �,+�n'►'-' � from we!Is <br /> � ciace�rcc: -�o 'from bidgs. <br /> 1 .�` _; � I o 'from trees '� ' � SOIL BORING ELEVATtONS <br /> �,min. ' . I <br /> THAI EL.-�.o -ft-1`(�-�0�3.3 ( <br /> ���dia.su � grode�% TH."2 El..1�Q3•S � <br /> Tank � Tank - ���� ` TH"3EL:!_4l2�•� <br /> ; Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM �.H N� `L_l013•� I <br /> � Min. V"to 8� �p�mping TH"5 EL.- o ` •7 j <br /> i Mox.l��to4� � ���P "�x��`�-S SN�R�Loc�J Chomber E��/ATION ot PROPOSED PUMPING � <br /> „ .� CHAMBER- oo�, c,�� q°!�.O Y.,�.�.P i <br /> 4 to 6 dia.pipe <br /> SYSTEM DESIGN -MOUND � ������v,,v�vs��o� �003.0 ' <br /> TYPE-�, � BEDROOM , Averoge percolation rate��min./inch (design.83sq.ft treatment orea per gal. of daiy sewoge flow) i <br /> (cl2Q gal./day x.83sq.ft�gol.�sq.ff.of treatmeni oreo +10%=�i2 sq.ft. (.= IOft,width=�_ft.length of bed orea+side slope run ��' .to I x�height= �3 ftx`�`� ft,larm•area needed) I <br /> � <br /> Clean rock needed- �_sq.ft.treatment area x�•o � depthof rock=.��cu.ft=27=�_cu.yds,(3/4'�to 21/��dia. ,inc�udes 2��of rock above pipe) � � <br /> nu � <br /> ��`�'�- Cleon sand fill below rock needed �•3 cu.yds. opprox. , sandy loam back fill3,�cu.yds.approx., topsoil 6���Qcu.yd. Av�• �H.�'Q o'��T� � �•`� <br /> W iqS��J ( <br /> Number of lanks required �_, Ist tank �� gol. ,2ndtan � � gol.minfrwns QLys P�-►mP�Nu �-1�-�m�p-�R-E�� �� �� �°�o -Co -�aQso��.FoE- ��K���-P+�-'Ss.o_Y�_4;_S_...G`'�(v'�°'�A�-ji <br /> Pumping chamber capocity- 25% of daily sewage flaw of ldL�gol.=1��gal.+reserve sforoge of� 15 0��],/Bl�.��gol.+pipe back droinage— PROPERTY OF�Q����-�f' �1'�T`�l�t��Z! <br /> � of_L�gol./IOO lin.ff.of a ��dio. supply pipe, lin.ft.needed ` , �_gal.-�monifold�gol./IOO lin.ft of���dio.pipe,In.ft.needed� ,��gol. L�.�� C p ,�� �(o � <br /> ; totol copacity needed ��gal.(plus areo for pump) ugE rn�r,. /ODD o�a+l.cap. � O�o�l(� Mt�. �-1'61-1?-� • G O - 1 <br /> i 4 <br /> • Distribution pipe �L��dia. , 1.��L lin.ft., ���dia, perforotions����opart ' <br /> Pump size ��hp. (pumpoble copocityL`�Se_gol. 4cycles/doy) vs�c� a7 � H�1ac PQEss J_S�L�cL3E���'� !-}�1�• S'-/� EST/NG / f <br /> . Note� When constructinq bed � , this oreo shoukl be shaped Note= Distonce from ireohnent orea �o neighboring wells— � Designed 8y� `�--� •.��_ � <br /> 10 divert run-o f f from en tering treo tmen t orea. L'���� ���"�' ��� � PH. 612-497-3566 <br /> . , Doie ��/la../�, <br /> I � <br />