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<br /> SET- BACKS I /C' 19 ' '
<br /> HOUSE . � � �
<br /> I System must be� _
<br /> . Tonk ao� from property lines >C SF�-�Lv�.1 � ��S�L W�o-���
<br /> �v�-� ��5'� � 2�� from weI!s
<br /> wAL1� -0�1'� � from b�dgs. w�,�+��
<br /> . �-"�,��; . Treolment oreo =�from !okes , �S� �s
<br /> Treatment areo 30� from property lines NOTE� Power supply and switches must be located in a I
<br /> 1"�aN�{°�5 "'�'n "�" �'from we"s weather proof encbsure outside the pumping chamber and manhole
<br /> • (3AGCF�Lt_ �'from b!dgs.
<br /> i � � i— -� r I 1�' from trees � 4 SOIL BORING ELEVATIONS
<br /> � �min. � � ��
<br /> i ' � , a "a�o.su i THAI �1..-9��.� �(�- �`Co 9$r �
<br /> � - I � '�,�to�- rode.S�°/ TH.�2`L.-��•c.
<br /> � Tank � Tonk I � '�! 9 �TH"3 EL.-�o
<br /> : _Drop to Tank ' � "! PRESSURE DISTRIBUTION MOUND SYSTEM
<br /> `"---� ���-;�g- r-tAr��s-flLv TH�� �L:3�3.:�
<br /> � Min. I"io 8� �Pumping TH"5 EL:-°�`��•9 I
<br /> Max.l��to4� � ���P '�t��-�.`�E. S!-��A��c�c�J Chomber EL�VATIOU ot PROPOSED PUMPING '
<br /> 4"10 6��dia. pipe CHAti�BER-q��.o�� '���-4�5•0
<br /> � APQev.� .'Coe � ��.���- 9�I S.o ;
<br /> SYSTEM DESIGN -MOUND �� ww�s-r �-t�o� �t�dS.O ;
<br /> , TYPE�., -r�. BEDROOM , Ave�age percolation rate L`�min./irch (design.83 sq.ft treatment area per gal. of daily sewage flow) �
<br /> �gal./day x.83sq.ft./ga1.� sq.ft. of treatment area +10% _�`��sq.ft. ( .= IOfi.wid'h= �� ft.length of bed area +side slope run.�to I x 3_3 heig!,!= �_ft.x.�,.'�ft.lawn•aren needed) !
<br /> � Clean rock needed- �s� sq.ft,treotment oreo x��_�depth of rock= ���cu.ft=27= a� cu.yds(3/4�to 2 I/��dio. ,includes 2��of rock above pipe)
<br /> �=''��``- Clean sand fill below rock needed ��cu. ds. a rox, sand loam back fill �`� a. ds.a to soil 6�� 2CZcu. d ��-'c_. __�,� o-r a 3
<br /> Y Y PProx• , P Y • - �'=�'---`��= �-=�'---
<br /> c.�)+a�t ti-�.� Y PP , .
<br /> ��/::�C�^,...�\C1•�� �!: A.7G e O�';:o -�C� 'i C'c'SG1L F".•:' �C.�.. �.�-���>Z SLcY't. Gu`{`�.^:-i�., \
<br /> Number of tanks required �_, ist tonk.L��Qgol. , 2nd tonk �va gol.minvrxms r�.>� f�__.,,..`���;�, ` ��..,,�>� � .�� - -J
<br /> Pumping chamber capocity- 25% of dai!y sewoge flow of 7,�j gal.=1`��� gal.+reserve s'oracp of 15 0•�.-,1/BI���gol.+pipe back droinage-
<br /> " PROPERTY OF: �oF���-1 5 �-�f
<br /> of�_c�al./100!in.ft.of 2 dia. supply pipe, lin.ft,needed�}�, y? ga!_+ manrfo'd ��' gal./IOOIiRft of 1- ��dio.pipe, Ih.ft.needed2 � Z gol. �o-� 1 } �wL� J-
<br /> total capoci!y needed `��3 gol.(Plus area for pump) ��, �. r,-,,Y,. ) aS� q�i.<<.,,;, �p��n �� .J �-)�1-���• C O .
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<br /> - Distribution pipe �L3�dia. , .l` `S_lin.ft., ���dia. perforations.�?� apart
<br /> Pump size ��hp. (pumpable copacity_��gol. 4 cycles/day) u`�_�__ � �-+e Qo ��=�ss � �„�-:.�•���.�_�,,� 3� �, ,
<br /> a� -- —= -- ----- _� }�,_Y,s_-- � S-P TEST/NG / C.
<br /> _ � No1e � When cor�structing bed - , this areo shoua be shoped Note= D�s'once irom trea!ment orea �o ne�gh�ring we!Is- ' Desi ned � � `�� '�� zC
<br /> !o �ivert run-o`f from entering treotment orea. ���:�/�� �1-\ �1 )p0 � � y �� ""'`�-
<br /> Dc�c ��z/;,�/=�' , ?H. 6!2-497-3566
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