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<br /> i � SET- BACKS ��_At�1 �!��vJ �--�------/�--��-- ���—� � l' -� �
<br /> HOUSE �i System must be � �
<br /> I Tank � from propertylines - S`�-'�� d�'� 2,�'-{-'r��-- �"����t�, j
<br /> � '1S ' frpm wel!s
<br /> i ao from b'dgs.
<br /> �=�'°,;;; Treatment orea = frcrn lakes , = streams
<br /> I � Treotment oreo a�� from properfy lines NOTE� Power supply and switches must be locoted in a �
<br /> � M/kr��o��s ��n �a-" ���from we!Is weother proof encbsure outside the pump�ng chomber ond manhole I
<br /> � ;� f3RGCt=�LL. �o 'from bldgs. �
<br /> — '" ' /�.. ' from trees SGiL BORING ELEVATIONS �
<br /> � � ;I I � I�
<br /> a�min. ' THAI EL.-2�.v_. �5�1�`(�- �S,S
<br /> Tank � , � „dia.su I�3 oe - grade `� /o TH.�2 FL. -� 5R"� -'t 3.y
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<br /> i � Tonk ;;, TH"3EL.-�o.o s�'"�-��.3 i
<br /> ! Drop to Tank � �� PRESSURE DISTRIBUTION MOUND SYSTEM TH••4 �L.��� �
<br /> � TN,`5 EL.— `�`�, i
<br /> � Min. I��to 8� �-Pumping
<br /> i Max.l��to4� � ��=��-P -�r��--�`C-�% S`��A�.Lac�.} Chamber E�EVATION ot PROPOSED PL�MP!NG '
<br /> „ CHA�U�BER- �sk.� �L,��.
<br /> j 4�10 6 dia.pipe b,�o��>�� a-� ��.�-�Y„��. �N►�.,;s�e �,�.z'
<br /> � SYSTEM DESIGN -MOUND
<br /> � TYPE-=, S BEDROOM , Average percolation rate �min./inch (design.83 sq.ft treotment area per gai, of daily sewage flow) ;
<br /> ' ��gol./doy x.83sq.ft./goL a� sq.ft. of treotment oreo +1�Q=—sq.fi. (.= IOft.width=�� ft.length of bed oreo +side siope run `�to I x�height= `�`� ft.x�_ft,lown•oreo needed) I
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<br /> C�eon rock needed- �� sq.ft.treatment area x •��� depth of rock=�S 3 cu.ft=27=�cu.yds.(3/4�to 2 I/��dia. ,includes 2�of rock above pipe) � i
<br /> � �'a��� Cleon sond fill below rock needed�cu.yds. opprox. , sondy loom bock fill a.�cu.yds.opprox., topsoil/6�� �_cu.yd. A_V_�- �-L�Qp..,_p1=�i�'CL�-�`-r�-
<br /> �3'Yti� ��rGG�D�"�'�^�Ia� '�O A�� �� /O `� �OPSOIL�c,� 1RK�t�JLA� '�l.oPti �.y. G�_Yv,'CoT�L�I
<br /> ' Number of tanks required � , Ist tank I uo0 gol. , 2nd tank�pO� gal.minirrwms pL�s P�m P�t�u L Am pE R- , �I
<br /> 7 S�7 0 ��J�U'R'� �7�A'�-�S)t�j� L�vr'G�} I
<br /> i ' Pumping chamber capacity- 25% of daily sewoge ffow of �� gal.=�gal.+reserve storage of 1'S-@�?:1/B1���gal.+pipe bnck droinage— PROPERTY OF: MA��=- �}}�'�1�ti�0�
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<br /> � of�`�gol./IOOlin.ft.of3 dia. supply pipe, lin.ft.neededl�, 3�_gol.iman�fold�gal./IOOlin.ftof�_ ��dia.pipe, l�.ft.needed 7 , �- gol. �o�� ,��,���p� -�p i
<br /> ; � total capocity needed �1�_gal.(plus area forpump) usE rn�n. 000 9al.caP, � C7�o�0 1"��� � ��-�� • G'9• �
<br /> � Distribution pipe ���dio. , �_lin.ft. , ��dio. perforations�_��apart �
<br /> ' • Pump size��hp. (pumpable capacity =•�gol. 4cycles/day) �I ��_��'_�__}-���o__ ��s Q�S�NR�-v'�--�,�- 'Z_����n�c1_.___.. � S-P TES']'/l�,lG � C �
<br /> � No1e � When constructing bed - � this orea shoutd be shoped Note= Distonce from treotment oreo to neiqhboring we!Is— � �-- !� �,, ,...:_
<br /> Desi ned 9 � �' �, —
<br /> � to divert run-off from entering treotment area. 1 Y�=.��.-.�, �� �-�.�,��� ��n , I g y` ,
<br /> � ; Dote �1�/L/�u , PH. 6'2-49?-3566
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