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. —�.!:/ '_ <br /> _� y; , ��v I � , <br /> ,� — ,�� I <br /> , <br /> . Q. /o'x (o� �c�s ':e-� I � ' — — - <br /> M v, � = i <br /> i � i <br /> � �` S� �OL�L--g_.-_S?-- \ I <br /> � , � <br /> J� ' ' ��-�oP oF SR�.Io � <br /> ' -/oco — � 3.o F���.�w,�.�� �,!� � <br /> P�a�-t ����� ,. -.�; ,�-, '� `'�'• � �°�o � <br /> I S=T- 9ACKS - - - � � --�E-- --���--� —��/- —'j i <br /> - � i�---- � <br /> ; HOUSE ; • System must be� � <br /> i � � . Tank �� from property lines x - c`%�` ^�--� '' }- ��'�-`�-- '-�•G!�.= I <br /> � �ilL� ZiASE��1��T i �� from wel!s I <br /> � WR��- ��1� ,� 7_o from b'�gs. <br /> � i�"i�G�. � � <br /> - ���, T�e.:`men? orea = frorn ;okes , = s`reoms i <br /> � Treotment oreo Z�� from property lines NOTE� Power supply and switches mi.5t be locoted in a <br /> I _ MA�N►�o_55 ��n l�" 7S � 'rom we'!s /W�iher proof encbsure outside the pumping chamber and manhole � <br /> : Ciacrr�c� zo �`rom b!dgs. <br /> i � �- -� r L Cfrom trees '� �I SOIL BORING ELEVATIONS � <br /> ; r---�m i n. ' � - � <br /> f—'; <br /> ; ; „ � TH-I �L.-qqa.� -���� - °��3.� <br /> � �', � � ; �a d�a.su o TH. 2�L. �qo.o <br /> j Tonk ; Tonk ; I ;;; - la`O '- grode�. /�TH'�3 EL.-3�.`L•� <br /> _Drop to Tonk ! ; { �r! PRESSURE DISTRIBl1TI0N MOUND SYSTEM <br /> TH"� = <br /> ; � - �� c�-rr� m+�+t�o,� `L-qq2.� <br /> . „ , � ?' S �L.-3°�� <br /> Min. I to 8 � �Pump'ng H� <br /> Max.l��to4� � ���P -�r��`�-S �l�,�A�.Loc�} Chamber E�'1/ATIO'J ol PRO?OSED PUMP!NG <br /> 4�►0 6��dia. pipe CHA�ti�BER-��z..� �-�, ��M'���s�.o ; <br /> �44�0�.-(oP c�'6vo c.�L-/o0 3.d <br /> SYSTEM DESIGN -MOUND �� LDWES-C �Lol��-9�3.p : <br /> TYPE-�., 5 BEDROOM , Ave�oge percolation rate �min./inch (d�ign.83 sq.ft treatment area per gal. of daily sewage flo�rr) <br /> / !� � gal./day x.8�sq.ft./gol.� sq.ft. of treatment area +10% _��sq.:". (= IOft,width= �`! ft.!ength of bed area+side slope run�to I x.�.�height= 39 ft.x 9� ft.lawn�orw needed) <br /> � Ciean rock needed- ��sq.ft.treatment area x �•�s� depth of rock='�`� cu.ft=27= � cu.yds,(3/4�to 2!/��dia. ,includes 2�of rock above pipe) � <br /> . �a�� Cleon sand fill below rock needed ac O cu.yds. opprox. , sandy loam bock fi!I -� �� G.,.yds.apF�x., topsoi! 6����cu.yd. A.V_y• �Q NO___Qr�t� 1=�-� - f <br /> `'��=t.a�''\1�EN9 -Co Avo �o°�o �Co �CeeSo�`FoF- �RK:�LAQ-- s_wQti �S c�Yo.-��ai:�� <br /> Number of tanks required �—, Ist tank � J gol. , 2nd iank U o0 9a�.minirx�ns c��� p,.�r„p�N ti =i� qm C3E R- <br /> Pumping chamber copacity- 25% of doily sewage flow of '��v gal._��gal.+reserve s'orage of 1�0��=:1/BF� ��U gol.+pipe bock drninage— � � <br /> �� PROP�RTY OF� �l!�`L'�" -��'�� ' <br /> of�`d gol./IOOlin.ft.of d_ dia. s;.,pply pipe, Iin.ft.needed�CZ, '� go!� monrfo!d _:�!g�!./IpO;in.ftof a��dio.pipe, I�.ft.needed2 , �- gol. �o�� ���� � � <br /> total capacity needed�goi.(plus area for pump) uS�. rn�n. �I �J ��l.ca p. � Q�*�O M'F-� • l-1��-1� . C 0 . � <br /> Distribution pipe ��'a��dia. , �.°L`�lin.ft.� � 3��dia. perforations���oport � <br /> Pumps¢e ���hp. (pumpable capacityJ3.gol. 4cycles/doy) Usc� ��' H�po _ :ss p_LSe�.-1�Q-�,� 3�aa1,��n. � S—P TEST/NG /N � <br /> Note� When corutructing bed - , this oreo shou� be shoped Note= D�s'ance from treatment oreo to neigh�ing v�!!s— � Designed �y� ��r"' � - L''��'�'�'— � <br /> 'o �,._ . _��r [. p�•0.;�� �ra�•m�-,� areC. : __ , . .� ,_� ., � . <br /> - �`. �,.. � _-�Q�-���.. <br /> - - - - - - � . <br />