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------------- _.._ --- • - <br /> , - ----- - fo9 �- <br /> . . � , , <br /> \ y',��5 "' <br /> � <br /> �° lo�c�tl� � v� . — — �- — _ . <br /> . , a M <br /> , , <br /> S <br /> � c ,�•.\�' � - �� <br /> _ 0�— _ -�oo oF sAuo ;3•8 5'�G 3°�0 <br /> 3.S F��.` ol. <br /> , y,s Z I �{,g Ntr�h� 3�� <br /> 'P�.A1..� ��1''��n/ _`._----�✓ — <br /> SAwo -�-- <br /> s� �y� .I, —_��`� �---�ii � <br /> SET- BACKS • �'" � � �� 1���'} <br /> HOUSE • System must be� � x ����`�� �}�� �.�� W\o�� <br /> ' • . Tank � from property lines � <br /> LL, '�'>'�S'�tn "r � from wel!s • <br /> ulA,�.k -e�...l-< � from b;dgs. ,,,��uq�.►� <br /> _���p�� , - Treotment area =�frorn lokes, �s�st*eQmS <br /> NOTE�PoH►er suPP�Y and switches must be located in a <br /> � Treatment oreo �� from property lines <br /> M�N►�o�s +++�T ��" • �S 'from weils . weather proof encbsure outside the pumping chomber and manhole <br /> . � aa�C�'�'- �o'from b�d9s. SOIL BORING ELEVATIONS <br /> r -, ���from trees �� <br /> i � r -,"" o <br /> ,�min. ' . - . � TH'�) EL.- ot.q <br /> �' • 3.,,'�dia.su � o TH.�2 EL.-� . <br /> 1 _ llo .J grode— /�THr3EL:�1 <br /> Tank ( Tank . "- <br /> Drop to Tank �il PRESSURE DISTRIBUTION MOUND SYSTEM �.H"� �L.- <br /> . ' • Min. I��to 8� � � �Pumping <br /> TH`5 EL- <br /> Mox.l�to4� ��r�P �'�1-a�S Sla�A��ovJ Chomber EL�1/ATION at PROPOSED PUMPlNG <br /> 4�to6��dia.pi e � CHAMBER-J'Z�'��p`-�"''tip`�z.n <br /> . P . . _ 20,.»o AT�x�s�1���CA��lo�.7 <br /> SYSTEM DESIGN -MOUND � �o P. __o'F _.'�-_ __._"__- 10�.7 <br /> TYPE-�., � BEDF200M , Averoge percolation rate `�•� min./inch (design.83 sq.ft treatment orea per gal. of daily sewage flow) <br /> ��gal./day z.83sq.ft�gol.�sq.ft,of treatment area +10%_�sq.fi. (.- IOft,width=_�ft.length of bed area+side slope run�to I x�3 height= �_ftx �s ft.lawn•area neede�) <br /> � Cleon rock needed- �J_Q__sq.ft.treatment area x 1.�.£�depth of rock=��cu.ft=27=��cu.yds(3/4��to 21/�'dia. ,includes 2��of rock above pipe) � <br /> �--��'�'�'� Clean sand fill below rock needed a+� cu.yds. opprox. , sondy loom bock fll�_a.yds.opprax., topsoil 6���.._cu.yd. gy'�-���-p��-'�''-1 <br /> c�1+asN�� ��Ec.or'1t�1�cIJ9 -�Co Av0 �0°70 �C'� '�'�PSo��.Fof- \R-4Z�c�LR� S�S.oPE�_G�+�s�.-(oTw, <br /> Number of tanks required�._, Ist tonk o0o gol. ,2ndlonk��Qga�.miniRxms fws P�mPtiN►.� � AmQER- . • <br /> Pumping chamber copacity- 25'/0 of daily sewage fbw of�Q gal.=�gal.+reserve storoge of 15 0��1/Bl� � d gal.+pipe bock dminoge- PROPERTY OF� �£V�� '�oM4So� <br /> .. of��gol./IOOlin.ft.of . Z p dia. supply pipe, lin.ft.neededlL , �� gol i monifo!d�gol./IOO linft of a-��dio.pipe,I'�.ftneeded� , '�- go!. �p �.�}�.(�-�iS�uJoo'D '�o <br /> total capacity needed.�Y_ga�.(plusareaforpump) c,SE rn�r�• /6Bc� oja►l-cQp- � DTGD�O 1`'1 3•� l�''�C}�''�'- ��' <br /> M �� <br /> ' _ Distribution pipe �L���dia. , 1�_�in.ft, � dia. perforotions�� apart <br /> Pump size�r�hp. (pumpable capacity.�_9at. 4cycles/day) ���_.�`_6��i��o_PQEss � A.�S��A����9�� ti+�+,n. --- I s'-P TE$i/N�/� <br /> • Noie � When construcling bed - , this oreo shoub be shoped Note� Distonce from treatment areo to ne�ghbor�ng we"s- ' Oesigned ?y� �� � ��� <br /> �Y��'� �1�4-D�S-E 1 Dv � � <br /> io divert run-off from entering trea�ment orea. : p01e : Sj�/� , PH. 6�2-497-3566 <br />