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<br /> SET- BACKS . -1-- ���---.- � 5---�
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<br /> _ HOUSE � •. System must be� ,
<br /> Tank�Q� from property lines �- �.�.�-�1 �_� ,�,���.�� � c���v-��_.
<br /> � �� __ _ _ _ �� frOm wel'S
<br /> � s'L f rom b'dgs. - _.
<br /> � Iry�•
<br /> , . ,' N„ . Treo!ment oreo �=�from lokes , �� �*�een+s�v
<br /> : 7reotment oreo s'�.� from property iines NOTE�Powe►supply and switches must be bcated in o �
<br /> � r�,aMNotsS �r�x.L"-t�i' ��from we'!s w��� aoof encbwre oulside the pumping chomber and manhofe _
<br /> ' CAGCF�c� 3Q�from b!dgs.
<br /> I �-� 1.� from trees SO�L BORIhG ELEVATIONS
<br /> � � �r� �� j
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<br /> � - +� �min. � TH�I �L,-�i;,�. ?�'�L�1,d
<br /> , • ���� .s3."dia.su I i e TH.�2�L.-�.J
<br /> I { ja°S� Tank ,�,i ; - 1 �o � � qrode3'/o '
<br /> TH"3 E:.-.�:�
<br /> ; : �ro� to Tonk �*� �o��=��, PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 �L-��.3
<br /> � Min. I"to 6� �Pump�ng TH'S El.-1�0 (
<br /> Mo x.l��t o 4� '� ���P �A►��.5 ��H�A��o c�J C h o m b e r . E L�1/A T 1 0'V o t P R O°O S E D P t J MPW G
<br /> CHA1�"8ER-$�C2 �,�o ,c�,�•;•,c�-�u.c� .
<br /> 4��to 6��dia.pipe . �P��c-."fbP �� A�.� 9�3'.0 �
<br /> SYSTEM DESIGN -MOUND '' S��a � - 9 0.O . �
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<br /> ;� TYPE�., `_ 9EDRppM , Averoge percolotion rote�_min./inch (design.83sq.h treatment orea per gol. of daiy sewage flow) ,
<br /> ;' �� v gc�./doy x.83sq.ftlgal.la��.�sq.ff,of freotment orea �10%=h5l.�sq.ff. (.= tOft,width=.�ft.length of bed area+side slope run��' .to I xa'i�.heigM= �_ft.x�ft,lown•area needed) I
<br /> � Clean rock needed- ��4 sq.ff.treatrr�ent�ea x�depth of rock��cu.ftT 27=�.'1.cu,yds(3/4"to 2 I/��dia. ,inc�udes 2��of rock above pipe) '
<br /> j; Gr�r��:=- � � .
<br /> w���_,� Clean sand fill below rock needed� cu.yds. opprox. , sandy bom bock fill.�,�ca.�.yds.app�ox., topsoil 6�� cu.yd. Av�. SA�ao b�Pt�t I • 4
<br /> -. o T�� -fc�PSc���� 14�t����a¢. 'S�oQd �.�{v.-tsd►L
<br /> �=EL..�-'�r'��r1� -'CO A00 �o•j
<br /> � Number of tanks required� Ist tonkl�.gol. ,2ndlonkL�qol.mi�wrnrns ftus F�mP�►�u G X1MBE'�- . .
<br /> � ' �-E�J�S�� �o —,u — �tz
<br /> • Pumprc�g chamber copocity- 25% of doi!y sewage fbw of�ga�.=l��gal.+reserve sforoqe of 15 0�h 1/B�.��gol.+pipe bocic drouwge— pRppERTY OF���'P'�"'�,F-���L-
<br /> � of..L�gol./IOOlin.ft.of�"dia. suPdY Pipe, lin.ft.neededll�� 31 gal.imanifoldl`�gal./IOOtiRfto�f�°dia.p+pe,l�.kneeded.2 ,3_gol. LpTa (�� 1 . uo�-tr.� p�mrsb�f.
<br /> � . total capocity needed 97 1 go;.(ptus areo forpump) ��� rn,,n.. �v��,l.cwp_ ��ao At�_ ���o „�y..l.
<br /> � . Distribution ppe �1�,Z�dia. Y�14� lin.ft., �/32�dia. perforat�ons.�la��ap�t
<br /> H� . Go.
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<br /> � ' Pump size��ihp. (pumpable capacity�a gol. 4cycles/day) _�sfa�.v . I 7 �_HS AQ _.P��S_� 'D�SL�II�RV� 3_9_---�q��ynu4.� ', $-P TEST/NG /
<br /> � , . Note� When cons�rucling bed � , this oreo shoutd be shoped Note= ��stonce from treotment o2o Io neighbo��ng we!Is—
<br /> �'��-_t��.� �C�-���.1 !00� ; Designed 9y� =
<br /> ; -� 10 divert run-o!f from entering treorment oreo. . ; pai� :����� � PH 6,2_q9�_3�
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