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<br /> 3.�' F�" 453,'1 ( 3.45' \��'E'S"r-'�� 1.K S K1>lD,
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<br /> SET- BACKS 1 3 .I. /o' � f 3� __�1 � �
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<br /> HOUSE ; • Sysiem must be� I
<br /> � � • . Tank �� from property line� X- �--�'�` �"-\ '�� �'r{�- w���`} .
<br /> Lt. � -r� >a.1 �� from we�!s "
<br /> W�L1L-py.1�'� a� from b'dgs. CS�'S� HRS A�x�c-si++�. M4N r++��- eo�o_}�fz�� �a�P¢o�a��OR 35�
<br /> , �-"°,;,; , Trea?men? orea =�from lakes , �,�.��
<br /> � Treatment creo � from property lines NOTE�Power supply ond switches must be locai��d in a
<br /> I • , � weather proof encbsure outside the pumping chcmber and manhole
<br /> MA'NF}OLGS m�n t�' 2S_,from we!Is �
<br /> QRLCFrLt_ ��from bldgs.
<br /> I i— —, � from trees SOIL BORING ELEVATIONS ,
<br /> , ' � r _�.. . . '� �� f
<br /> �min. . - . T'riAl ��.-��
<br /> I � . � ' a"da.su i � e o TH. 2 EL.-� .
<br /> � Tank � � Tank � 50� qrade— /�TH"3 E�.- sso•
<br /> _Drop to Tonk � I� PRESSURE DISTRIBUTION MOUND SYSTEM �.�"� `L:
<br /> . ., , U :
<br /> . Min. I to 8 �P�mping TH. 5 EL:'
<br /> Mo�l��to4� � ���P �'�R1.a�s SN�R`.�.-oc�J Chamber E�E1iAT10N ot PROPOSED PUMPING �
<br /> 4�to 6��dio.pipe '�Ex�s-s��.�� -�1-N�s__ r�i RK_ 'R� �..`s�o C!-IAMBER- �'1.o ���, �,,,,� -��s.o �
<br /> t-�POi-1 +44.Pg-0✓A�- Y>� _�� . L l't� __ ' IiYG•.�ub A-< l S"� "�A-�-i Y- -- °l 4•�
<br /> SYSTEM DESIGN -MOUND �Ns��-T�- ' �fo4 0� " �` -- q 3•�.
<br /> � U�oa��� a-r a�N� ���N�- '�3.(,. '
<br /> TYPE-�, � BEDROOM , Averoge percolotion rote 3•a min./inch (design.83 sq.ft treatment oreo per gol. of daily sewoge flaw) -ro p o� " �� - �a.$
<br /> � ��gol./day x.83sq.ft/gol.�Z sq.ft.of treatment area +10% _��2_sq.fi. (.= IOft.width=�.ff.length of bed area+side slope run�to I x�heigt�= �ftx1�3_ft,lawn•areo needed)
<br /> � Clean rock needed- �o sq.ft.treatm�t area x •�depth�rock�cu.ft=27=1�cu.yds.(3/4�to 2 I/��dia. ,includes 2��of rock above pipe) � '
<br /> ��s�� � yd pprox. , san loam back fiII..L`�a. ds.a x. topsoil 6�� cu.yd. f3.v'�• ���_ o��.� I• �
<br /> �'���- Clean sond fill below rock needed �� � cu. s. a dy y � � SD
<br /> Number of tanks required�, Ist tank O�o g , g ¢��-���'�-� "�° �� �o�o -Co tops°��"F°F t�R�C�LR�S�p4� �O CZG��_Co'C11L-�
<br /> ol. 2nd tank�S2Q al.minirrxms P�.�1 s 4u m Pt N�..5 L1�'Flm pE R- ^ �� �
<br /> Pumping chamber capacity- 25% of daily sewage flow of � v ga1.=�Lgal.+reserve storoge of 15 0��1/BF�.�gol.+pipe bock drou�oge— PROPERTY OF� L'°�'¢�����1'0�� �
<br /> of��gol./IOOlin.ft.of a Ndio. svpply pipe, lin.ft.needed SO � �_gol:+ manifold t�gal./IOOlinft of a�dio.pipe,I�.ftneeded_2 ,�_gol. ��� S �. g�. � � , I
<br /> _ - total capacity needed 5��got.(plus area for pump) us� rn�,n. loo o gq 1.cap, � b�o u0 M�• 1���- C O. 1
<br /> _ Distribution pipe��dia. , IL�lin.ft� ����dio:perforotions.�_��apart +
<br /> _ Pump s¢e ��Z hp. (pumpable capocityl�_gat. 4cycles/day) J�s�o 13 ' �-►�Ao PQE�s ��5e�t�u� 3�1 aa\JT.n._ $-P EST/ G�/ !'
<br /> ' Note � When construc�ing bed _- , this oreo should be shoped Note� Distonce from treatment oreo to neighboring wells— Designed 9y�����' ��
<br /> io divert run-o`f from eMering treotment orea. V�-��� ����'� /Do' -
<br /> - i Datc �2/�/�'- , PH, 512-497-3566
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