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<br /> � -��'- 3.5 ��vF.`�• 3,�3.� 3..�' so�-sr1 $ 'E�-1S'�
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<br /> ^3'f� � _ � Ai n.�l b`•� �
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<br /> . F�t�� V1�W �;,-���y� � -
<br /> SE?- BACKS � i � � � �o�.f 1� � ?� ��_cC`.'l�Y+��
<br /> � �t , �y � so:�--�� � ��F��.
<br /> HOUSE • System must be� '
<br /> � _ Tonk �L� from property tines X- s�'�Lt�*� _�����- w�0!1�—. •
<br /> # �.1,LL 1?AS�'"--�z-�r' � � fr�m well5
<br /> �x�s-ri sa-�, �1F-�P.�w,Q .� frOm b'd9s.
<br /> jN �Nv" �-'�'-'�¢ '-'�u�L -''Yn;, , � Treo?ment oreo =�fromlakes ,=�streoms
<br /> Treatment orea ��� from property lines NOTE�Power supply and switches must be bcated in a '
<br /> M/+N►{o�f 5 +++�» ►a." . ��'�from we1l5 weather proof enciosure outside the pumping chomber ond monho.e
<br /> • � GALCF�t� ao'irom b':dgs.
<br /> r -, �v 'from trees '� � SOIL S�RlnG ELEVATIONS
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<br /> � , r - .. c �
<br /> �min. ' ' TH=1 �L.-3`�:�
<br /> Tank � :'� 2 ��d�.su � � _�_____-�-- grode—% TH�2�L.�.2�P �
<br /> _Drop to Tonk Tonk ': pRESSURE DISTRIBUTION MOUND SYSTEM TH'3 EL-�
<br /> r Th,"4 �L-�
<br /> • �� � . G_t-��'S�E�- rr A�-'1 �c Lv , .
<br /> . h1in. i to 8 '�,p�mPi�9 TN. 5 EL'-�
<br /> Mox.i��to4� '� ��P T�R1.3��� Sla�A�L.oc�J E�EIIAT101 ot PROPOSED Pt..'MPIN;
<br /> Chomber �
<br /> 4��10 6��dio.pipe �"` x��-c"»�.-rA-}�Y � 'P:�v„Q w,+a� n� CH��"�Eft-� ?
<br /> Lssc�- �..1Pc�-�. 7�+P?�c;vA � Cb'�( �Cla� • . t,t�o�=.�o s+-s Fa,r,f,}u L�rFmp�..-y_-q�,� i
<br /> SYSTEM DESI�N -MOUND
<br /> LUGz� L 1 �S�G-vro� . , .�-�� c� �� >> - �,�.`, I
<br /> TYPE-�, � BEpRppM , Ave�oge percolofion rote�_min./inch (design.83sq.ft;reafinent orea per gol. of daily sewoge flow) L,N� *'9-� �''���s �=. ;
<br /> . �:.52�,gal./dny x.83sq.ftlgol. ` ` sq.ff.of lreatmenf area +10%=�2 sq.ft. (.= IOft,width=�.�.ft.lengfh of bed area+side slope run.�io I x�:height= _�..ft.x�f1,lown•area needed) �
<br /> � Clean rock needed- C' u? sq.ft.treatment area x �•a�� dep�h af rock:���' cu.ft=27=��cu.yds.(3/4��to 2 I/��dia. ,incJudes 2��of rock above pipe)
<br /> �
<br /> -��,� Cleon sond fill below rock needed 1��cu.yds. approx. , sandy bom back fill a��' a.yds.approx., topsoil 6��.�.�.cu.yd. ..���• ���-�'�6 �K�-�a /•�- •
<br /> N�xnber of lanks required a , Ist tank a�got. �2�1�►kL��:qal.mirrTxms R.u�� P►.�mP,Nv �t�ia�����i.�D -C� A�c �.o �o -�o -t'oeso��..co� �����.,���¢.__s_���._2Q_�u����-��,
<br /> �x �
<br /> Pump�g chamber capacity- 25% of daily sewage fbw of�:�gal,=1�gol.+reserve sforac�e of 15 0�ts�/BI� -�'^ gol.+pipe ba:k dr�u�age- �
<br /> PROPERTY OF� �ALv`� C�L-So�-t _
<br /> of��go�./IOOlin.hof a "dia. svPP�Y Pipe, lin.ft.needed��� �_,L`- _gal.{mon'rfoldl�gaIJ1001iRftof a-"dia.pipe,ln.ftneeded� � a gol. + n-ra } LL� 1 �,
<br /> totol copacity needed `���gol.(P�us �rea for pump) usE r►��r�. >oo� �al.�G,�- � ��,f��rs� �A��y r�v� r�i n�!
<br /> ' Distribution pipe �L�`da. , ��.9._(in.ft.� �_.��dia. perforot'ions��opart p�y.c }a c: m�� . t-�F.}a;� . C�. -
<br /> Pump s¢e ��3 hp. (pumpable capacity '��..gol.4cycles/doy) u��� /��' H�n.v �Q-c:.s _S�.Lsc.�t�U�� y D w+�h.
<br /> - � �--� - S-P TEST/IVG �IVC.
<br /> • Note� When cons�n,cting bed � � this oreo shoub be shoped Note= Distonce from treohnent oreo Io ne�qhboring wells- � �` � , ���,J;,.._.;-
<br /> La�Fu'CE=� � ���-� [�a � Designed 9y����-- .• - � '
<br /> � to divert run-off from eMerinq treatment oreo. � 1 � Doie �„�/.Y/� , PH. 612-497-3566
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