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i -- — --- <br /> � - `d 4S �- <br /> � <br /> ° �-}: I S S <br /> . <br /> I <br /> r <br /> � IJ � (e� KoC.Y- Qf-p <br /> M — ._ �_ � <br /> i � � ' <br /> i 1S <br /> � <br /> I <br /> i _ � p � _ a 3•0 -tF;`��c,?� 3, 1. <br /> I /,O `_� y v "1���_"_ <br /> iP�A� v���../ '-�� - - ��D- <br /> SET- BACKS {�-- 1 D � .f, �O'_�� /� <br /> I` <br /> HOUSE System must be� <br /> Tonk � from property lines �C - S F�-��c��1 �,��S ry� w�o-��__. <br /> u- 'aAs�»�, '� �� from wel!s <br /> a� from b:dgs. <br /> -"",�,; Treatmen! orea ��frcrn lakes , _� streams <br /> Treotment orea ao� !�om property lines NOTE� Power supply ond switches must be locoled in a <br /> , � , weather p roof encbwr2 outside the pumping chomber and manhole <br /> MR�+►{o�-ES m:�n �>>' ?S from we:ls <br /> C�ALCFi�� �'',rom b!dgs. <br /> � ' d I /o' from trees I� �I SOIL BORInG ELEVATIONS <br /> ' i � � <br /> , �. t <br /> �min. � a ,�do.su I TH�I EL.-99o,� �fl-��l�- ��a. (� <br /> I i � �_ grode�% Th• 2 EL•--333 <br /> I Tank � Tank :;� - 4� � TH'3 E�.-39�.,2- <br /> � Drop to Tonk � � L �� PRESSURE DISTRIBUTION MOUND SYSTEM Th..� ��. ��� <br /> I ��in. I��io 8� �p�mping TH`5 EL.- ��; <br /> Max.l��to4� � ���P -r�U�S Sla�A��ovJ Chamber EL`VATIOV ol PROPOSED Pl1MPING <br /> 4�l0 6��dia.pipe C'iAVB�n-�_�i��-4�S',.sw.+4 q3y,D <br /> i �D_?o S��P 1-I Ou S'� - -- <br /> SYSTEM DESIGN -MOUNO �e�o� o� �Loc.�c-- 9 Sa•o <br /> TYPE-.�._, �. BEDROOM , Averoge percolotion rote 1L•��min./inch (design.83sq.ft treotment area per gol. of daily sewage flow) � �Oj'`'�� �`"1O� ' �y�•0 <br /> '� o gol./day x.83sq.ft 1go1.�3 sq.ff.of treofinent area +10% _��sq.f1. (.= IOti.width=��ft.lenqth of bed area+side slope run�.to i x.�heigFl= �ft.x �� ft,lawn�area needed) <br /> � Gean rock needed- ��s4 sq.ft.treotment area x -1 ��depthof rock=Lcu.ft=27=�cu.yds,(3/4�io 21/��dia. ,includes 2��of �ck above pipe) � <br /> ; -W�-a`�o- Clean sond fill below rock needed.� � cu.yds. opprox. , sandy loam back fill�_a.yds.approx., topsoil 6�� �� cu.yd. Av�. SAuo o�s_S�3 /.� <br /> ��-Ec.oraM���_-�Co Aoo �o�o "C� ToP SO�L EoF 1RR�c:�LA�'SS.O�� �� G�fl) <br /> Number of tanks required_�, �st tank ��� gol. , 2nd imk v0 9a1.mininrns �.v s P�-f m P�N u �- �m G'��R- <br /> I Pumping chamber capacity- 25% of daily sewoge flow of.2�_gal.=L�gol.+reserve siornge of 15 0�?1/B� '�S� gat.+pipe bock droinoge— / <br /> i � PROPERTY C=� o <br /> � of�gal./IOOlin.ft.of.� dia. supply pipe, lin.ft.needed��, �_gol.� manifo!d�gal./IOOlinftof���dia.pipe, In.ft.needed.� , Z gal. <br /> L,� L <br /> , totol capacity needed l°�gol.(plus orea for pump) uS� r,,,,r,, la,sv gq�,�aP, O 1• <br /> ! ~ �istribution pipe ���dia. , 1Z�lin.ft., ���dia. perforations�_��oporf <br /> iPump s¢e�hp. (pumpable copacity a� gol. 4cydes/doy) ��SE� 5� ' H�Po PQ�ss J_p�Sc�AQ-U� 35 a� tY„n. i S-P TEST/NG / C. <br /> �; Nole � When cortslrucling bed - , trus oreo shoub be shaped Note= Oistonce irom treohnent area to neiqhbor�nq r�lls— ' pes� ned 9 � � <br /> � to divert run-of( from entering treotmenl orea. U�'�-�� ��� � ' � y PN. 612-497-3566 <br /> , Do�e �1��3�� , <br />