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/ <br /> � _ �� � , <br /> •//��-- `. / <br /> • • • •� � • ' ��l � �) ' r - ' <br /> \ � i /r �` �• r{ ' ` <br /> - � �"�� ��.:Y- L'l:`�� I cJ <br /> i � �I1 • ` � � �-i � . <br /> • ` . --C�-' _ �� �\`�'II :,��'\�� � Ko�' oF! S�A►ip . <br /> -: 7.L. P��..`. - . , <br /> � ^P� /✓, <br /> • � i--- <br /> � � r � _ ,. <br /> 1 , . . ��. \ � __ <br /> . ' ' /O� � � <br /> SET- BACKS • <br /> HOUSE • Syslem must be� . <br /> ' � , Tonk ?3� from property fines > S�.c'-�1�"-� �'����� W��"��''` • <br /> . <br /> �,�� �;:�-.y:-> >� ": from wel!s : <br /> . _'_' from b�dgs. � � <br /> _����• � Treetment orea ._�from lokes , = streoms <br /> , , u�, • NOTE�Po�cer supply and switches must be located in a <br /> Treatmenf oreo �`���from proper!y lines W�ther proof encbsure outside the pumping chomber and manhole <br /> Ma�No�S �+�n ►�-" •' i. from welis <br /> . - a'�c�F'�'- ���from bfdgs. �. SOIL BORING ELEVATIONS <br /> r -, i�' �from trees _, ' <br /> i i r _i-. . � 'r -'--I� a <br /> ��min. ' - TH. 1 EL.- a_�- :� <br /> . � •. �"do.su � � e,_ , grode Z%TH�2 EL.-=225 . <br /> , Tank 7ank '; - I �5 ' TH+3 EL:�3 <br /> Drop to Tank PRESSURE DISTRIBUTION MOUND SYSTEM -�-H"4 EL- <br /> ' Min. I��io 8� �Pumping . TN`5 El.- <br /> Mox.i�to4� '� ��P 'C'�uY-S SH'►��-�--oc�J Ch�mber . � ELEVATION ot PROPOSED PUMPING <br /> _ • CHAMBER-�v V� ��""'�� ��.v <br /> -4 to 6 dio.pipe �x�s-�►�� -CA-��-- s��A-1-�o�� -4�w« • . <br /> � �� : �i F��.� .�) So�� � � . - . " ' _1:���,�-�4 R� £x�st��u-�A��- 9(..0 <br /> SYSTEM DESIGN -MOUND C ri+�� RS% y�S�'p �F t�- SoLvo -r►��-►`�� �fo4 o F '''. " - �`t.� <br /> TYPE-�, � BEDF:OOM , Averoge percolafion rate ��•'� min./inch (design.83sq.ft treatment oreo pergol. of daily sewage flaw) <br /> . .'�-1�gal./day x.83sq.ftlgoi..��sq.ft,of t�eatment orea +10%= �' sq.ff. (.= IOft.width=4.�ft.length of bed area�side slope run.Tto I x?._.`� height= `!�� -ff.x_�ft.lcvm•orea needed) <br /> ' Cieon rock needed- �1t2.sq.ft.fireatment orea x �•�L.depth of rock'-�`'.�cu.ft=27=.�_cu.�(3/4��to 21/��dia. ,indudes 2��of nxk obove pipe) .. <br /> 5��� Cleansand fiil below rock needed =� a.yds. approx. , sandyloam bockfill�cu.yds.apFxox., topsoil 6 �`�.cu.yd. R�� s'a�'� '�F-�� • /.� c����t� <br /> px <br /> W Astt�� (�e>�nM�n�.10.'C� A00._�.os�o �_'f'oeso"Fo�._�gg�����a- s�Q�__ 3 <br /> Number of tanks requi�ed=3_, Ist iank ��gol. ,2nd ta�k�_gol.mirurxins R.0 s P►s•-+14,N� �t��aw��3��- , � . . <br /> Pum n chamber ca ci 25% of doi flaw of� a1.= �I a gal+reserve storage of 1�Og��/Bl�4So �I.+pipe bock dromoge- 4r��� ����..\�ss <br /> p' g pa ty- ly sewo9e 9 PROPERTY OF� <br /> ' of '`� gol./1001in.ft.of � �dia. �PP�Y Pipe, lin.ft neededL��� � � gal.�manifold�ga�./IOOlin.ft of�Ndia.pipe,ln.ftneeded2 , a gol. .(�o S �,'��%� S-<i:�T�R� ��'.�`�. _'�'. <br /> ' „� at_��. ' o�.��a �v� h . t���. an. <br /> total capac'rty needed��gal.(plus area for pump) us�r*►,Y,. �2_9 �P- <br /> ' ' Distribution pipe�d�a. ,1121in.f�, ���- �dia. perforotions�_��apart <br /> Pump s¢e �I-�hP- �P�mP�� �PacityL,�gol. 4qcles/day) us� 15 ' H��ao c-��s _c��s��tw���G � o ri.— $-P TEST/NG�IVG: <br /> � Note� When constructing bed - , lhis creo should be shaped � Note= Distonce from treotment oreo to neighboring wells— Designed 8y����^'- � �� '''h'""—� - <br /> 10 divert run-off from enterin treotment oreo. ���"�~���""� J�� � . � �>> PH. 612-497-3566 <br /> 9 �ate���=�'�_ , <br />