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- ��'- <br /> �a� <br /> - ` Jo'}SS �oc,K-�� - - ` ` <br /> �9' N�.lSS " - <br /> 93� 3S �F���'�s'�� 3.°1 � <br /> �.s s,�y� ,1'J �s y•a <br /> 'PLA�..1 �(���./ �_ �-1�o <br /> SET- BACKS - �' � o' ' � , - <br /> HOUSE System must be= <br /> Tank �� from property lines �C - SP�-��c»....1 ��.�Sri� W�o-<�_. <br /> vti�. RAs���..�T .� f rom wel!s <br /> WA�-`�-o`�-� � from b'dgs. �o��b �AwE�*�'�a va�+a+�v� -�o� <br /> -"°a„ 7reatment oreo �.4�from lakes , = streams . <br /> Treatment areo �o� from property lines NOTE�Power supply and switches must be located in a <br /> MA�N�}o�s �+���+ t�-" ��from we!is weather proof encAwre outside the pumping chamber and manhole <br /> ' a� � L�RGCF��t... �o from b!dgs. <br /> '`� :i !� 'from trees y� SOIL BORInG ELEVATIONS <br /> � fi � ' �'�L' I� � � II' �I <br /> �o min. ' ' ' <br /> � „ TH"I EL.-�s.� <br /> 1 + � a da.su � �o - gcece�%TH.�2 EL.-5�3.9 <br /> T°"'� ' Tank � TH"3 EL:�.3 <br /> Drop to Tank I �� P R E S S U R E D!S T R I B U T I O N M O U N D S Y S T E M �-h"� EL- <br /> N,in. l"to8� �p�m��9 TN`5 EL- <br /> Max.l��to4� � ���P �'��-1`GS Sl��A`.�oc�J Chamber ELE1/AT10�! al PROPOSED P'��MPING <br /> -4�l0 6��dia.pipe C!-tAYBEn- �.� u�. �+m� -�o.o <br /> � - – � . .. . _ -- �"pOUY-!•� 1S'�'�►}.l1�. — �Ol. � <br /> SYSTEM DESIGN -MOUNO • � <br /> `lAW LIM� '� �� —' 9q.��v <br /> . �seo�>.�,o �.N� -�Ara�. - �o�.7 <br /> TYPE-�, � BEOROOM , Averoge percolation rote��min./inch (design.83sq.ft treatment area pergol.of daily sewoge flaw) ��w �.��-+�E " '' - 9q.3 . <br /> - .�SZ gal./day x.83sq.ft�ga1.�.sq.ft.of treatment areo +10% =�sq.fi. (.- IOft.width=�4_ft.lenqth of bed area+side slope run '�- .to 1 x�heigtt= �.L_ft,x.�(�ft,lawn•area needed) <br /> Clean rock needed- .�Zsq.ft.treatment area x �•°S� depthc�rock=5�` cu.ft=27=�Lcu.yds,(3/4��to 21/��dia. ,includes 2�of rock above pipe) � <br /> i -��o Clean sond fill below rock needed�n�cu.yds. opprox. , sandy loam bock fill�_a_yds.opp�x., topsoil 6��_��cu.yd. Av�. SA�� 0���3� /• � . <br /> ioo o �F-t.��i����=Co .Aoo_�o�o -Co_-roe so��.FoF_tw4LE�?LA�s�o���1�c�) <br /> � Number of tanks required a , Ist tank gol. , 2nd trnki�_gal.minm�ms �s P�-im P�N v �1'i- �am p�Q- . , <br /> Pumping chamber capocity- 25% of doily sewage flcw of.��ga1.=..LSS.Z_gal,+reserve s'ornge of 15 0��]./B�.�PQ gal.+pipe back dranoge— � � <br /> PROPERTY C�� <br /> - of_�gol./IOOlin.ft.of.s�rdia. supply pipe, lin.ft.needed�_, >> gol.imonifo!d15�.ga1./IOOlinftof�'�dia.pipe,l"n.ft.needed� ,3_gol. �� ��L <br /> � total capacity needed��gal.(plus area forpump) �S� rn,r,, oo gal.cap. � o a.l, O. <br /> ! � _ Oistribution pipe �13�da. , /s'q lin.ft., ��l_�dio. perforatans 3���aport <br /> Pump s¢e�hp. (pumpable capacity 1G�_gol. 4 cycles/doy) _l,.1 sE� �3 � H�tao PQEss ��,Se�dH��-� ��1� tY,�n,_ � S—P TEST/NG /N . <br /> ' Note� 1�Vhen construcling bed - , Ihis areo shoutd be shoped Note= Distance from treotment oreo �o ne�ghborinq v,�l�s— � pes:gned 9y� <br /> to divert run-off from eniering treotment oreo. ��Q-"� ��� /oo � • <br /> - • , Date��/�/� , PH. 612-ti97-3566 <br />