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`I � ��1; 1 <br /> I � ' `�" <br /> � i `�° — —, �' ` I <br /> ( ao , <br /> • ���c.s�'a�� aa�o t� f <br /> � � ' <br /> I `0 4'.l SS �� 3•� �F�`�. SR►Jo 3� i <br /> ( •y; ` �' I•J�SAs�v i _ , toJ.D �� _ ��o i <br /> I <br /> "-------__.______ - - � <br /> � - �o�' / � <br /> I SFT- BACKS Y�n,t.l V�F�..�/ l o —�- /O•� av � <br /> ' � ��� I <br /> IHOUSE � System must be� + <br /> i � Tank �.� from ro ert lines �C SP�-��o�.-a �'�t 5��-- w�o'��' . I <br /> P P Y ` <br /> W`u Q�.St�M �� from wel!s I <br /> vJA�1�-oa-f � from b!dgs. � <br /> I-"�,;;; Treatment oreo =�fran lokes, _� streams <br /> Treatment orea .�Q_ from property lines NOTE=Power supply and switches must be located in o <br /> i M/�t��o��::5 m��n ��" ��from we!!s weather p roof encbsure outside the pumping chamber and manhole <br /> j . QacrF,« a� `from bldgs. � <br /> A.�,,,�,, s•.�.a f`� �; 1�' from trees SOIL BORING EI.EVATIONS <br /> �.- ��.�� , ; � � i� �� <br /> — �4 min. ' .rFi A� �� _93�.� � <br /> � I � � � �,�dia.supp�y� _ grode�o� TH.�2�L.-1�.� � <br /> _ � r <br /> � � Tank I Tank I �� , PRESSURE DISTRIBUTION_MOUND SYSTEM o TH"4 �`•-�_� <br /> ' Drop to Tank_ i . ��. � <br /> i � <br /> Min. I"to 8� �,p�mp;�9 TH.'5 EL.- { <br /> ' Max.l��to4� � ��=vP -�'r��`��> �H'��-�.-n� Chomber ELEVATION at PROPOSED Pl!MPING <br /> ' 4�to 6��dia.pipe CHAti'BER-�.2.L2�`�►'��^^4-'��.o � <br /> ! . b'RoW1�a f� l�-�'Orla�F - ��l.`6 � <br /> i SYSTEM DESIGN -MOUND � T°p °� ,� �� - q� ,� <br /> j li�o�t-�o A-t �s-r'fA�t1P - '19.� . <br /> � TYPE-S, .`�. BEDROOM , Averoge percolotion rate_`L•�min./inch (design.83sq.ft treotment area pergol. ofdaily sewage flow) <br /> I <br /> l�o�gal./day x.83sq.ft/gol. `� sq.ft.of treatment oreo +10% _��sq.ft. (.= IOft.width=�.�ft.length of bed areo+side slope run `_) to I xs�heig�= `iS2_ft.x�i_ft.{awn•area needed) 1 <br /> Cleon rock needed- s`�2sq.ft.treatment orea x •L�depth of rock=�_cu.ft :-27=�Lcu.yds.(3/4�to 21/��dia. ,includes 2�of rock above pipe) , <br /> � ���`''�� Cleon sond fill below rock needed I�1 a cu.yds. opprox. , sandy loam bock fili�_cu.yds.approx., topsoii 6��.��cu.yd. .AV�-�8-1�0 0��� � �=S--- ' <br /> � c.v�st-t�o Z-Et.��'lt!�EN� -Co Aoo ao°7o -C� 'C"oQ 5ot�.Fo� ��4t�t�+�LA� 5.�4� �(e. G�_YD..'(o'CAi_'i. <br /> i <br /> Number of tanks required�-, Ist tank�gol. , 2nd tank a�� gal,min�rxms Q�v s P�-1 m P�t�ti �- ��G'��� . - J� <br /> � Pumping chamber capacity- 25% of daily sewoge flow of S�S?.Q gal.=�gal.+reserve storoge of 15 0��1/B1�.1�Q gal.+pipe back droinoge- .���� ��v L�j,,�� � <br /> PROPERTY OF� <br /> of_l.�_ I./t001in.ft.of.���dia. su I i e lin.ft.needed�� �'L al.+manrfold� al./IOOlinft of���dia.pi e I�.ftneeded2 � I. i <br /> � 9� PP Y P P , , 9 9 P , � 9° �<�!O NO D."e1�1 't3�• <br /> ; total capociiy needed 79�gal.(plus area forpump) ugE rn�n. 000 g�►1.cap. �09-a(� M�-1 . 1-1'�Ji-�� . CD . <br /> i - . <br /> Distribution pipe �1�a�dio. , 1�lin.ft., ��Ndio. perforat�ons�I���oport 1 <br /> � - Pump size ��hp. (pumpable capacityL2L_gal. 4cycles/day) _i�s�� 0�3_� H�Ao css _Q_L5c11�Ye-U� 4t� q�a� r,��,n. ,S—P TEST/NG / f <br /> � � Note � When constructing bed .- , this oreo shoua be shaped Note� Distonce from treohnent oreo to ne�ghboring wells- I '� (fj� � � <br /> 9 Y` � b <br /> to divert run-off from enterinq treotment area. L,'�A'«-� ��1�� /00� _ i Desi ned g � PH. 6t2-497-3566 <br /> I _ ------ � Oate ���11�2� � � <br />