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- ---- _ ...-- -- --�— - ------ ----- <br /> . � - �l�} �- <br /> �r� y:lss .. <br /> _ , - <br /> s . ` /o'X to4S' a-oc.�c-Qs:a � � _ , <br /> N � — - � <br /> r ' �S � • ^ <br /> ' � �.� � ��O`�G-g��� i <br /> N � <br /> _ o _ 3 7 � �F�" snt,►o � <br /> 935�.2��• <br /> •7�SA� `� <br /> "PL-� �/lE\� y°�O <br /> S�T- BACKS � ► 3� I o' ��� <br /> HOUSE . i � <br /> System must be� <br /> ' - Tank �� from property !ines >C - �:�;�f� ��� �;,�- S!�-r L. �'.��v-r�•� <br /> "� �� from wel's T <br /> "`�a�-�"-�''� �� from b'�os. <br /> IiY�. T ! � � '1J:'�'-Li;t'-„ <br /> . - ���� . �rec�me�' erea = 'rom !akes , 2,4,_ s�reerns � <br /> Treotmer,? orea 2O� from property lines NOTE� Power supply and switches must be located in a <br /> MaNHo,��S ���n l�.-'� 7S�from we':!s /�''e°ther proof encbsure outside the pumping chamber and manhole <br /> - (3RLCtrLL .Lo � <br /> ,`rom b!dgs. <br /> �- -� L from trees SOIL BORIhG EI.EVAT10NS <br /> � i , r . . C <br /> �min. ' �` � � I <br /> - � . '�.� ' '1 .���UIQ.$l� ► THw� ��,�lOOL.(� �1H��= ��O�.Z <br /> Tank � � � - !SS ` - 9rode.�% TH. 2_L.l�3:3 -t�'"`� �►`�y.�.} <br /> � Tank ; ; '�! TH�3 EL.- oo .o ��*4S-�f�5'.� <br /> Drop to Tank ; "j PRESSURE DISTRIBUTION MOUND SYSTEM .. <br /> � Min. I"to 8� i i �� � c�►�.-C� 1�'YRN�fc�-C� TN. 4 �L:19�3A '���`al-994.z. <br /> �Pumping ?�H.`5 El..- oo S <br /> � Max.l��to4� � ��L� -�'���GC:, � H���n-�j Chomber ELEVATIOU ot PROPOSED PUMP'NG <br /> 4�fo 6��dia.pipe CHAti".BER-���,"Q�-►w►� ��o.v <br /> � �1'P-i''gOn� ,�Co� o�F '�z.o��.-/006. <br /> SYSTEM DESIGN -MOUND �� Lo�.U�s-c ���_�q�,,� <br /> � TYPE-�, � BEDROOM , Average percolation rote�.�.min./inch (design.83 sq.ft treatment �rea oer gal. of daily sswoge flow) <br /> � 2�gal./day x.83sq.ff./gal.�sq.ft.of treatment areo +10% _ `� sq.ft. (.= IOft.width=�ff.!2ngth of bed area+side slope run�to i xs�height= �_ft.xLL ft,lawn•area needed) <br /> � � Clean rock needed- s .ft.treatment area x o de th of rock�.L�cu.ft=27- � ' ' ' � <br /> �-�- 4 L�- P '�_cu.yds,(3/4' to 2 I/� dia. ,includes 2�of rock above p'pe) <br /> �`�`�� Clean.sand fill below rock needed�Q cu. ds. a rox. sand loom back fill �`d cu, ds.a � <br /> wAs�o Y PP , Y Y PProX•, topsoil 6����cu.yd. A�Z�-�H�Q_ a-.P��i1 � I .�►___ . <br /> ( ��c.ort��►ao -�o Ava �o°�o -to -roQso�`�oE- ��K.��c�� s�,oe� �_� c�Yc.�c�� <br /> Number of tonks required�_, ist tonk J a�0 gol. , 2nd tonk DOD gal.min�rxms PL�s P�-►m Pi N t� :1�f- �m pE R- - <br /> Pumping chamber capacity- 25% of daily sewage flow of 2�Q gal.=1��goi.+reserve s'ornge of 15 0��=:1/B1���gal.+pipe back droinage— <br /> ' of1'�gol./IOOlin.ft.of���dio. supply pipe, Iin.ft.needed�L, �`-� gol.+ monrfold�gol./IOOIin`tof3��dia.pipe, l�.ftneeded2 2 �. PROPERTY OF� G�����1 5��� <br /> � ' 4° W� '7 . Y��� 2. <br /> � totol copocity needed��gal.(plus oreo for pump) us E rn�n. !a ga l,ca p. � _�gt��,�p M i..1 . N�}1�..� 4 0 <br /> � , <br /> � Distribution pipe �L�dia. , 1�4�lin.ft., �dia. perforations����aport <br /> � Pump s¢e ��� hp. (pumpable ca cit �1�, ai. 4 cles/da ) ����_f�=l_ �__ - � � 3 <br /> � y e �r y _ ►i�eo _P��Ss� o.�s��e_ _�_�_���. _ S-P TEST/NG /N . <br /> Note� When construciing bed - , this orea shoub be shaped Note= D�stance from treohnent areo to neighbor�ng we!ts— I / ��...r-> � <br /> to divert run-o`f from entering treotment orea. _La��-p:,-''"F=�- �(�}Qk� ) pp ► � Designed 9y��Z� <br /> � �a'e L� /L/1� , ''�. 6!2-�g7-3566 <br />