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— � i _ , <br /> IU� y:lSS <br /> i , <br /> 38 �v <��� �-oc.Y... QEo _ _ �- _ <br /> i , �5 <br /> IS �_ �', �.O -�oP oF sAuo 3.5� <br /> F\�-�-/o�.S <br /> /.o�SA�o /oS.S <br /> . -�_�_� 5� <br /> P�As.� V,��../ �— <br /> SET- BACKS ��f � �� , ��—� <br /> HOUSE Syslem must be� <br /> Tonk a�� from property lines X - S��-��a� c����r-�L W�o-<��. <br /> ?� from wells <br /> �1.t�.F�-,s�,,,P va�L�.�� .�2. from b'dgs. <br /> t-����a ►�-t -(t-� -���;,� Treotment orea =�from lokes , =� streams NOTE=Pawer supply and swiiches must be locoted in a <br /> �� �-�- '�"° Treotment areo �o from property lines • <br /> u�� -r��k.s sµ►��w� • � weather proof encbsure outside the pump�ng chomber and manhole <br /> M,4��}0�5 ���+ ��" � from we•.Is <br /> QRGCFi�t_ 20 �from b!dgs. <br /> .�.� 1c?'from trees SOIL BORInG EI.EVAIIONS <br /> � i - t �� �I <br /> i a � -/03•� ��l�- 104•'7 <br /> �min. ' . TH. ) �L. <br /> i �' d,a.su t � o TH. 2 EL.1Q5s1 <br /> . , _y 5� _ grnde S /o <br /> Tank i Tonk :;i TH"3EL.-��I <br /> Orop to Tank PRESSURE DISTRIBlJTION MOUND SYSTEM .rh»� �'L:L�y <br /> � TH`5 EL--1�,.5 <br /> N�in. I��10 8� �Pumping <br /> Mox.i��to4� � ���P '�'�U�-S SH�A�-�-oc� Chamb2r El.`VATIOV ol PROr'OSEO PL,�MPING <br /> 4�l0 6��dia.pipe R`PY-�ery. -te4 0�R�4��?�o.o <br /> �� �ow6s'T'�oo� — �f if.O <br /> SYSTEM DESIGN -MOUND <br /> TYPE-�, � BEDF200M , Averoge percolotion rote�_min./inch (design.83sq.ft treatment orea pe.rgal. of daily sewage flow) <br /> � � gal./day x.83sq.ft�gol.��sq.ft.of treoiment area +10% _�'�sq.fi. (.= IOfi.width=�ft.lenqth of bed areo+side slope run.�to I x 3_3 heigtt= 3� f1.x.2Se_ft.{awn•area needed) <br /> qean rock needed- �3S�.sq.ft.treatment area x ���� depth of rodc=2L�.a.ft=27=�-2cu.yds,(3/4�10 21/��dia. ,indudes 2��of rock above pipe) � <br /> I ��'� Clean sond fill below rock needed I�O cu.yds. opprox. , so�dy loom bock fill a�ayds.approx., topsoil 6���cu.yd. Av� SA ti.lo aEP�u � �• 3 <br /> u�as�c� (��uzr�+��_.-Co Aoo.�o�o 'C� T_04501�.EOF \F_R�c-�LA¢ SLOPf� � � L�fl) <br /> � Number of tanks required�_, Ist tonk So gol. ,2nd tmk�ga�.minim�ms ftiU s P�-1m P�N u 41�- '�m p E g- <br /> Pumping chomber capacity- 25% of daily sewoge flow of � � ga1.=J`d�gal+reserve s'oroge of 15 Ogzt 1/Bl� ��_gol.+pipe back drnvx�ge- pftOPERTY G4=:��11 t- <br /> of�4�gol./IOOlin.ft.of3,�dia. supply pipe, lin.ft.needed 1�, �_gol:+ man'rfo!d.�.gal./IOOIiRftof3Ndia.pipe,l"nfkneeded2 ,�-gol. L,� S <br /> . totol copocity needed.3'��gol.(plus orea for pump) �g� rn�r,. Ja�(� g�,1-caP. vo� <br /> Distribution ppe L�3dia. , 125�1in.ft., ��_33 dia. perforations�.-��aporf 1-���a�. Co. <br /> Pump s¢e�_hp. (pumpable copocityJ3�z_gol. 4cycles/day) J�S�o �y � H�tao PQ�ss J��Sc�iP�-U'� 3� qa� 1 Mt Y1. $-P �'ES']"/l�lG' � G; <br /> Nole� When co�uirvciing bed - , tnis areo shoutd be shaped Note= Distonce trom treohnent�oreo Io neiqhborinq v�lls- � pesiqned 9y� <br /> to diverl run-ott from entering treaiment orea. ��" �"��U ��� ' PN. 612-497-3566 <br /> , Oo�e�1D�L�/�32 , <br />