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<br /> `�' S/ a•,' 4.0 �o oF_SR►,10 4.3� , -
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<br /> .0�SYF�O /00,9
<br /> �LA� V�'�uJ 3`�a
<br /> SET- BACKS 1� ` o' a /
<br /> HOUSE System must be�
<br /> Tank �� from property lines - S�'��d'� �'����"" W����` .
<br /> �,,�L�,� Sr�w,��.-�t� ,�.� from wel!s �
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<br /> 3s2 from b'dgs.
<br /> -���,;,; Trealment orea =�fran lakes , ?� �s#�e s��.
<br /> NOTE� Power supply and switches must be located in a
<br /> Treatment area 3.2 from property lines w�ther proof encbsure outside the pumping chamber and manhole
<br /> MaN►�o�.Es m:�» ►T' ��from we!Is
<br /> . :; _. a��rF'�`- ��from bidgs.
<br /> �'I � io ' from trees � SOIL BORING ELEVATIONS
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<br /> w�-��—o•�-f t�min. - TH. I EL.- )oo.o
<br /> a „da.su I o TH.�2 El..-1Qo.9
<br /> Tank � ' grode 3 /o „
<br /> Tank " �0 � TH. 3 EL.-1��
<br /> Droo to Tank PRESSURE DISTRIBUTION MOUND SYSTEM �-N"� �L-
<br /> Min. I��io 8� �Pumping
<br /> TH`5 EL.-
<br /> Max.l��104� � ���P 't�R�-1�-5 S`��R�.�.-oc�J Chamber ELEVATION ot PROPOSED PUMPING
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<br /> CNAMBER- ��. v� ,-Y�w,� -,�.�
<br /> 4 fo 6 dia.pipe �,-�,,�.,b �.� � s
<br /> - - ' -s�auw - �5•f
<br /> SYSTEM DESIGN -MOUND � '��4 �� � - 9� -�r
<br /> t�9-e..+r,.o a-r aa,,o -rA-�-�X--9 g..f
<br /> TYPE-�, �. BEDf�00M , Ave�age percolation rote �_�tnin./inch (design.83sq.ft treatment area pergal, of daily sewage flow) -ro� o� �� ��
<br /> - q�s•3
<br /> . ��o gal./day x.83sq.ft�ga1. '-1��sq.ff.of treatment area +10% = 5`�2 sq.ft. (.= IOft.width= s-� ft.length of bed area+side slope run�to I x 43 height= �_ft.x��ft.lawn•area needed)
<br /> Clean rock needed- Sy� sq.ft,treatment orea x -��depth of rock=�_cu.ft=27=a Lcu.yds.(3/4�to 2 I/��dia. ,includes 2�of rock above pipe)
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<br /> �A�� Cleansand fili below rock needed aLQ.cu.yds. approx. , sondyloom backfili a�'a.yds.opprox., topsoil 6 2�cu.yd. Q`J� SA�o o��� � �-� •
<br /> �.JYaStkG10 ��EL�Mt��—►1�_CO__AO�__�O°7o -'C�"S'�Q501L FOF_1FKrc-tsJLA� SI.oP� L�Yc)
<br /> Number of ionks required a, Ist tonk o0 0 901. , 2nd tonk oo gal.minm�ms Pt.0 s P�-1 m P��u �- �m pE R- . .
<br /> Pumping chamber capacity- 25% of daily sewage flow of ��Q,gal.=1��gal.+reserve storoge of 15 0�z�l./Bl� ��� gal.+pipe bock dro'vioge— PROPERTY OF- �il J L
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<br /> of�_gol./IOOlin.ft.of� dia. supply pipe, lin.ft.needed�_, 1�gal.+ manrfold �`�gal./IOOlinftof� dia.pipe, l�.ftneeded� , Z gal. � � �
<br /> total capacity needed 2v�.gal.(plus area for pump) us� mi�n. /o�o o ga 1.cap. � o ,
<br /> Distribution pipe �1��dia. , �lin.ft., ���dia. perforatbns���aparf �
<br /> Pump s¢e ��_hp. (pumpoble capacity 1l�_goi. 4 cycies/doy) J �c�o a O ' H�f�o PQ.Ess �4�sa�.1�U� �l O aa11 rY,�n. $-P 7'ESI'�N(� .nlC
<br /> Note � When construc�ing bed -- , this oreo shou►d be shoped Note� Distance irom treahnent oreo to neighboring v+etls— Designed By� �- � �
<br /> to divert run-off from entering treatment area. ' ���`'�� ���� ���� PN, 612-497-3566 �
<br /> , . Dotc �,�/L�2� , �
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