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t �� <br /> I <br /> � T��o� ,�� <br /> /�� �� <br /> , � ,�� _. -� 1 — — '- _ <br /> � \\ �!`b'��O Exis4iN y, Io�,c111 � _ _ <br /> � �` 'LLOLIL"6'tP. -.. ..., ' _ <br /> � / � \ � \� �� 3•b _ �F�°� 594 D 3.�5 <br /> \ � <br /> !\\ � \� I —�— _�"_`�5.a--- .� <br /> \� _____ --- <br /> � \�� S \\ � -----__.___�____—_ --. ____ � <br /> • �� �._ � <br /> .s-SET,�- BACKS �� I lo I <br /> HOUSE � 3s'� I � ' <br /> System must be• ! <br /> Tonk a�� from property lines X - S�-�\o�--\ ?�� S�� ���oT�-�. � <br /> ?�� from welis ' <br /> �_� from b!dgs. <br /> f��,, � <br /> - ,�„ Treatment area =�frcm lakes , = streams <br /> Treatment orea �52 from property lines NOTE� Power supply and switches must be locotec± in a I <br /> M/�N�}o��s m��n �a-" �S �from we!Is weother proof encbsure outside the pumping chomber and manhole I <br /> j 4pLC��« �'from bidgs. ' <br /> ",'� � L' from trees SG�L BORING ELEVATtONS � <br /> ' ' i <br /> ��min. ' � � <br /> a "dia su I i e I — �- ` ' � � <br /> I � , rade�% TH. 2 EL.-�3. 5�""7 - �3,y <br /> Tonk � T o n k 3� PRESSURE DISTRIBUTION MOUND SYSTEM T H'�3 E L.- `�d-� s�`'t� - �� J ! <br /> Drop to Tonk i ��� TH"� �L._ q�.n I <br /> Min. I��io 8� �Pumping TH"5 EL.-3� I <br /> Max.i��to4� � ���P -'('r��`G-S S�-�,�A�.�ocsJ Chomber ELEVATION at PROPOSED PUMP!NG ` <br /> 4�to 6��dia. pipe CHAMBER-���� <br /> ; <br /> ��o�:,,.�� A�C tiyc,s-s�vt, i <br /> SYSTEM DESIGN -MOUND w�Y�}�� u��.Y�.�c-u = qu` , <br /> TYPE—�, � BEDROOM , Averoge percolation rate �min./inch (design.83 sq.ft treotment ,orea per I, of daily sewage flow) ; <br /> �xis-C,Nb 1O � 4l' �xt�'��vL� i <br /> ! 2�gal./day x.83sq.ft.lgoi.l�.�sq.ft.of treatment area �T8°io =�lo sq.ft. (.= IOft.width=�L ft.length of bed area+side slope run y to I x�heighd= �_ft.;c�ft.lawn•area needed) � <br /> (� Cleon rock needed— 31�sq.ft.treatment area x •� �� depth af rock�cZcu.ft=27= � cu.yd�(3/4�to 21/��dia. ,includes 2��of rock above pipe) � <br /> =�`�`�'s� Cieon sand fill below rock needed.2Q_cu.yds. approx. , sandy loam back fill `� cu.yds.approx., topsoil 6�� _�cu.yd. _.�.�.�• 5�32-�'O_��T� �-`�-- � , <br /> c_,�.)A s�-t�:� <br /> zv+ea.�5� ��-rGGDC��IE1J� 't0 pt�0 .Z�°7o '�� '�`�PSOIL.�GE- lRf��YaJLA�- S�OPti _�� L!�YD.'Co'fAL�: <br /> Number of tanks required �—, Ist tank�goi. , 2nd tank----gal.minirrxrns pLu s P�-1 m Pi N�.� �- �m t3�R- . � <br /> ���t1✓�11-�\� YYl u�--���-Tj. � <br /> � Pumping chamber capacity- 25% of daily sewage flow of�gal.=�gol.+reserve storage of 15 0�?�1/Bl� �3 gal.+pipe back droinage— PROPERTY OF� 1�i�!"g� 1-11�"g-���.�U"Co� � <br /> � of 1� gal./IOOlin.ft.of._�._��dia. supply pipe, lin.ft.needed��, _�gal.+ manifold �`� gal./IOOIiRftof���dia.pipe,lh.ft.needed� , �c�l. yv�o �Ati'S��F '�v . ( cu_e-vsS4> � <br /> total co cit needed�� al lus area for um ) uS� rn„n, 00 ' <br /> , P� Y � 9 I�OTvr�l� P P L C� cjal.cap. O�o�JO M�1. \��-��. G�a. <br /> i <br /> Distribution pipe L�dio. , aL lin.ft., � � �dia. perforotions 31Q aport FU-�u-�T- �, I <br /> Pump size 1��hp. (pumpable copocityl�.Lgol. 4cycles/day) �J��c�_a.�L 41��0 _�' �ss p_�ScN��a-�� �} 7 _ � S,_P rEs�/ G /�C ( <br /> Note � When conslrucling bed � , this oreo shou�d be shoped �a� Note= Distonce from treotment oreo to neighboring we!Is— I : � G� ��_ <br /> �'�Ycst� � � Oesigned By �__ � <br /> 10 divert run-off from entering treotment area. �-a�"�'��-��- �Sl-1��-� i���� ; <br /> i D�te �.�1/.�59'2L1 , PH. 612-a' <br /> � <br />