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<br /> � HOUSE � System must be �
<br /> � ' Tank 7�� from property lines c� "}• �'��'�- '�`�.`�"�'°�* ,
<br /> , . x — _�-r�, �,._�
<br /> � ��-� S - � from wells
<br /> � �.Ja`-�--o�ST ?a from b'dgs.
<br /> ' � ""'' Trea�ment orea =�frcm lakes , _� streoms
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<br /> ! Treatment area Z�� from property lines NOTE� Power supply and switches must be located in a
<br /> , � /weather proof encbsure outside the pumping chamber and manhole
<br /> M/�1-�I�Ott�S m��n ia�' 7S from W2'.IS
<br /> � (3RGCF�t� 20 'from bidgs.
<br /> i— —, /�' from trees i� �I SOIL BORING ELEVATIONS
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<br /> min. A o�c�� p /'` / q
<br /> ' T N. � ��.�.J�2.•! �1 t'��l�— I�� �,r.
<br /> I - i� �i � �dia.su I i e 1 _ rade�.°io TH.�2 EL. 3.5�:�'
<br /> Tank � ! Tank � ;;� - �� 9 TH�3 EL.-�`�4.�
<br /> Orop to Tank I i ; I�� PRESSURE DISTRIBUTION MOUND SYSTEM .rH.•4 �L:2,�
<br /> . �� � L� ���'� �-- M�i,1\'�a�.a y
<br /> � �U�in. i to 8 �Pumping TH�� EL.'3��
<br /> Max,l��to4� � ��t:� -t'�1a�C.s S�,r�`.�o�� ELEVATIO'J ot PROPOSED PUMPING
<br /> Chamber
<br /> 4�l0 6��dia. pipe CHA�U�BER-�.�o'�'�•a,Y��p�'
<br /> �t�Y��� � -(oP cr�'6w��-��
<br /> SYSTEM DESIGN -MOUND �� L6 W'�ST ��ow - �1��
<br /> TYPE-S, � BEDROOM , Averoge percolation rate 1'-�• min./inch (design.83 sq.ft treatment orea per gal. of daily sewage flovr)
<br /> � ��gal./day x.83sq.ft/gal.�a� sq.ff.of treotment areo +10% _ �`�`- sq.ft. (= IOft.width=�ft.length of bed orea +side slope run�to l x�height=�.._ft.x`�'1 ft.lown•area needed)
<br /> � � Clean rock needed-
<br /> 4�sq.ft.treatment area x •l o�depih af rock�`�cu.ft=27= Z� cu.yds,(3/4�to 2!/��dia. ,includes 2�of rock above pipe)
<br /> 1 �'a�s� Clean sand fill below rock needed��cu yds approx. , sandy loam bock fill��cu.yds.approx., topsoil 6�� Zcu.yd. A4r�-_�F_���_-Qs�'��_-_1-� -
<br /> was�v �-cc..flM���J9 -�o Aco �o�o -Co ToeSo��.�oF i¢K���A� S�oQE �y c�Y�_-��;
<br /> Number of tanks required � , Ist tank � � gol. , 2nd tank ����gal.minirrxms pt..0 s P�-1 m P�t�►.a :-� �m pE R- .
<br /> IPumping chamber capocity- 25% of doi�y sewage flow of�gal.=1��gal.+reserve storage of 15 0•�=:1!BF�.�4 gal.+pipe back droinage- � ,i,f-
<br /> � PROPERTY OF� P��-�£`� -� ,
<br /> iof I`� gal./IOOlin.ft.of�� dia. supply pipe, lin.ft.needed '� v , _l�gol.+ manifold 1`�gol./IOO liR't of���dia,pipe, I�.ftneeded� , Z gai. �o� � ,����
<br /> I total capacity needed.�.�goi.(plus area for pump) uS E rn,n.1�SO ga 1,ca P. O'�o�o NI�-1 . �--}'�?1� - C�� .
<br /> Distribution pipe 1���°dia. , �lin.fk, ��{'���dia. perforations�_��apart
<br /> Pump size ��hp. (pumpable capacity 2��gol. 4cycles/day) �1 ��___�_4�_�_1-i��o _���bs� O�SclNR�-�'� .�q �a1�i��1, _ ; S-P 7-ES7-�NG /,�/C
<br /> . No!e � When constructing bed - � this oreo shoufd be shoped Nole= Dis!once from treahnent area to nei h�in we!Is- � lj� � �, ___
<br /> � '� � .._r� run-o`! �roT. ��'er ng rreatmen! orea. _� ��- -��- - ,-'���', i,� r 9 9 Des�gned ?y oti�-- L: t
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