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� - <br /> ' *'-�Q�- <br /> . ; u:� ss . • <br /> ,� , <br /> o !u �c �d'���-B� ,_ � � <br /> �- — <br /> . � , � <br /> � •�S � <br /> -/o�`— �� 3.3 -c�"`.s� 3•�S <br /> I•3� SA�b •1� �' <br /> 'P L�?.l V 1�,.�/ � 5 <br /> SET- BACKS � � �� �� 1 <br /> I <br /> HOUSE System must be� � <br /> Tank ao� from property I'�nes ' - 5�,.-f�c�,� c���S�� w�o-�� , <br /> �..1�..L t ?s from wel►s � • <br /> WA�-1�o�T a� from b:dgs. <br /> ' =r'�p,; Treatment erea =�fran lakes, �����5 �� �,,,;tches must be located in a <br /> Treotment areo ?� from property lines NO����supply <br /> MA�N�ko�s ���+ t�" �t�from welts weather proof encbsure autside the pumping chamber and manhale <br /> � ' ,� BRLCF�tc.. 30 'from bldgs. <br /> '' i /o.'from trees � � SOIL BORIN� ELEVAl10NS <br /> , � � � � - � , � I - <br /> , , <br /> a�min.----1 - . TH�I EL.-�,�. -r�}�'(o-�4�s g <br /> � � I ���do.su �_ � grade�%TH 2 EL.-g�'-2�1 - <br /> �� -as <br /> � Tcnk Tank '• TH:'3 El.:q`'�.� <br /> Orou to Tank � P R E S S U R E D l S T R I B U T I O N M O U N D S Y S T E M TH."4 EL-�� <br /> . M;�n,I��io 8� �Pumping <br /> TH`5 EL-�y�-� <br /> Mcx.l��to4� � ��Q '���-1�GS Sl��At.t...oc�J Chombzr El.E1/ATIOV ot PROPOSED PllMP1NG <br /> �� �� � . � . . �CHAVBER-��v�c ,�m4 9M� <br /> . _ �4_l0 6 dia.pi�e _ _ . .- a�eo�;Ce�__o�s$�x-_95�,� <br /> ' �� L.ow+Ess �o�-9y9•o <br /> SYSTEM DESIGN -MOUND � - - <br /> TYPE-�,�BEDROOM , Averoqe percolotion rate�min./inch (design.83sq.ft treatment orea pergal,of daily sewage flow) � • <br /> • � � � gd./day x.83sq.ft�gai, a� sq.ft.of heaiment orea +10°/a=1a�..sq.f1. (.= IOft.width=�ff.(ength of bed area+side slope run�.to I x�heigh�=_`�ftx�ft.lawn�aea needed) <br /> Ciean rxk needed- �.1�.+�Ysq.ft.treatment area x •n ` depfhof rock=��� cu.ft=27=a2_cu.yds,(3/4��to 21/��da.,incJudes 2��of rock above pipe) � <br /> ��'�-'��— Cleansand fill below rock needed �3o cu.yds. approx. , sondy�oam back fiil_�a.yds.approx., topsoil 6��_cu.yd. .9�7�• 5A�'c� o��N •/. �• � <br /> u�qs�-o <br /> Number of lanks required a , Ist tankLa,'��2.gol. ,2nd t�k Bn� gal.minm�ms �W s P�m P�N�..� ��¢�mp�'��°-�o_.�ogo_�o-f_oe so��toF._�¢R��L.eg- s+Ap� �� L�n) <br /> Pumping chamber capacity- 25°/a of daity sewage flow of � � gal.=�gal.+reserve s�oroge of 15 Oc�1/B1�.3��gal.+pipe back droincge— pROPERTY 0!=� <br /> of.J�_gQl./IOOlin.ft.of ardia.s�pply pipe, lin.ftneeded a�, �gal.�+manifo!d 1`d gal✓IOOlinftof a"dio.pipe,l'nftneededZ. , a gol. ������ <br /> total capacity needed�l.�gal.(plus area farpump) �s�rntr,. �gql.cae. ' �o u`. <br /> - Distribution pipe 1L�do. , L�lin.ft,, ���3.��dia. perforat�ns���aport O'Qouo r1'r Y� • • L`d• <br /> Pump size ��� hp. (pumpable copacity.L�gol.4cycles/day) JJs��a 13 � H+�Ao Pa.Ess ��,��3.q�t�� 3�i aa.► 1 t„�n. $-p TEST/NG / . <br /> ^ Nole� When cor�l�uc�ing bed - , this areo shoutd be shaped Note= Distonce irom treolmenl oreo to neighboring wells— = Designed 9y� �-� •'�' <br /> lo divert run-of( from entering treoiment areo. ���'�''�'�"�'�� �0� , <br /> • . Da�c�.lo/�/� , PH. 612-497-3566 <br />