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<br /> iP�p�J v���I ----� -�—- ------
<br /> i SET- BACKS � /o'__� �o �
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<br /> ' HOUSE Syslem must be� �'��a -----� �-- _ L�9 . ��
<br /> Tonk ��� from property lines X - S F�-��c,�-.-1 �,�� S f�� w�o-��_
<br /> .� from wel!s
<br /> �2, from b'dgs.
<br /> ��y�. � "'�--��`'''��s
<br /> - ,,,, ireotmen! oreo ;,�� �froc;� lakes , � s#�a�s
<br /> � Treotment area =-�� � from property lines NOTE= Power supply and swiiches must be locoted in a
<br /> � MA�N►foc.ES m�n t�" �S 'from we'.!s weather proof encbwre oulside the pumping chamber and manhole
<br /> � C�RLC Fit�
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<br /> � ' c; ��� ' i�om t�r�ees� y� SOIL BORIhG ELEVATIONS
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<br /> ; -�o min.
<br /> I TH r� ��•'�
<br /> I � , a „dia.su 1 _ o TH. 2 EL.-gc_.5S
<br /> � _ a y p' C�fLG�e �' �p �
<br /> Oro to Tonk Tank i T o n k ( "� P(��SSURE DISTRIBUTION MOUND SYSTEM ✓ �O T H. 3 E�.-3 1 9
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<br /> � TN`5 EL-
<br /> N,in. I��io 8 pump;n9
<br /> Mox.l��to4� � ���P �'�U�S Sl��A��oc�J Chomber E��VATIOV al PROPOSED PL'MPING
<br /> 4�10 6��dia.pipe C:-{AN:9tn- ��.v ��,��Q �-�.c�
<br /> la�oua�.� a-s �'�" -�AI-��F- - '�3•�
<br /> SYSTEM DESIGN -MOUND ��� d� " " - �a.c.
<br /> TYPE-I, Z. BEOROOM , Averoge percolotion rate�_min./inch (design.83sq.ft treotmenf orea pergal. of daify sewage flow)
<br /> 1os� gol./day x.83sq.ft/gol.K�z sq.ft.of ireotment orea +10% _ — sq.f1. (.= IOfi.width=�2_ft.lenqth of bed area+side slope run�.to I x3_"�heighf= �2_ft.x1�ft.la�n�area needed)
<br /> qean rock needed- ���sq.ft.treatment area x �•os� depihoF rock=9J I� cu.ft=27=�_cu.yds,(3/4�to 21/��dia. ,incJudes 2��of rnck above pipe)
<br /> -�a�� Cleansand fiil below rock needed�.�cu.yds. opprox. , sandy{oam back fill�_a.yds.approx., topsoil 6����a.yd. Av�• S��o oEPTu 1.'�
<br /> (�Ec.o_���1i�._.-Co Aoo �.0'70 -to Toeso��.�oF ��RE:�LA¢Ss.o�� ��[���cn)
<br /> �ra».� �.�o�sr� Numberof ianks required �_ Isitonk �15� go1. , 2ndlonk���J gal.minmuns Ft.us P�-1mP�Nu �1��-lmp�R-
<br /> =a��k-cg '� � , .� ,, . •� ' /�o c� /oe J
<br /> Pumping chamber copocity- 25% of doily sewage fbw of LO��gal.=�b�gol.+reserve s'orage of 15 0��1/B1� � D gol.+pipe bock drnvioge—
<br /> PROPERTY C�� - J
<br /> of J�gol./IOOlin.ft.of.3�dio. �pply pipe, lin.ft.needed��, .�_goli manifo!d 1�gol./IOOIiRftof a"dio.pipe, In.ft.needed2 , Z- gol.
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<br /> total copocity needed_I��gol.(Plus area for pump) usE rn�,n. 1 So C� ga 1,ca P. (c�.tya,�� -l000�gl �,p-: J y5�w.F-c a`b�a s���� �� o . C .
<br /> � Distribution pipe ��3_d�o. ,aS.S lin.ft., ��i��dio. perforotans ��aport C�5g�+1-* '-��+t.�a,�.ar�� �o��,�) L�(�t.E-].I�NEHD� yS��JM,,, r.,ax.�
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<br /> Pump s¢e �•�t hp. (pumpohie copacily��Sgal. 4cycles/day) �s�� S1 � H�Ao PR��s �_D_�_5��-1AQ-U� '-1S a� rn� n.___ � S—P TEST/NG //�!C.
<br /> Na1e � When cortstruciing bed - � tnis oreo shoub be shaped Note� D�stonce from trEotment oreo �o ne�ghbo��nq w�lls— � r,es�qned 9y= -��
<br /> 10 divert run-o`f from eniering ireotment oreo. `'�������- ����5 ��� / � V PH. 612-�+97-3566
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