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<br /> HOUSE ', � Syslem must be � I
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<br /> ' . Tonk zn from �rc;�erty fr,es X - c� -'i„'��` '. �. - ��-- �=`�`�T•'� .
<br /> '�U� �AS�M�'�� 2,� �rom wel'S �
<br /> w}�t� -a�1-r 3� from bccs. I
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<br /> '��vi�n . 'c�'Tle��� C��O =�ffOfTl �,OkZS � ��fr#-F26R15 J (
<br /> Treatmer�t area z�� from proper!y lines NOTE� Power supply and sw�iches must be located in a
<br /> I �.��.u�}o_-� �,,,,,,, l�" �5 � f , weather proof encbsure outside !he pumping chomber and manhole
<br /> rom we's
<br /> � �a�rr,i� zo 'from b!�gs.
<br /> i li I- -, /o ' from trees � � SOIL BORING ELEVATIONS
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<br /> I �---�min. ���-t THMI ci ,- ov-2.� �N�b-/oo�,ti �
<br /> � a dia.su I - �- �i_ -'ao '7
<br /> ' � grode s% � H. 2 _ . �_5c,
<br /> � Tank i 'f Tonk i ! �'; -/(`� - TH r3 E�.- �ooy.9
<br /> � Drop to Tank
<br /> ; � ' "i PRESSURE DISTRIBlJTION MOUND SYSTEM ?-H"� `L: oo .1
<br /> � . • �� � � i_ � � G�1-A'�E� N'�RV�\F�LP.
<br /> Min. I to 8 �Pumping THaS EL-'15212:}.q
<br /> j Max.l��to4� � ���=P '�r�U.�� �`r'�����c�J Chamber E'�EVAT,OU at PROPOSED PI;MP!NG
<br /> ' 4�►0 6��dia. p�pe CHA�V.BER-°►�3.0�,� ,�m?945�5 •a '
<br /> ' �'P"�Y`�o,.L.. 'Co`'c O� "Y>>..o��--lJ_4.d
<br /> � SYSTEM DESIGN -MOUND � ' Lo�..��-s-T ��.Do2-°1°f�1p
<br /> � TYPE-�, � BEDROOM , Average percolation rate �.�min./inch (des�gn.83 sq.ft treatment nrea per gal. of daily sewage ":ow) ,
<br /> � �gal./day x.83sq.ft./9a1.� sq.ft. of treatment area +10% _�� sq.ft. (.= IOft,width=.�`�fl.lenqth of bed area +side s:ope run.�to I x 3_� heigM= 3`d it.x��ft.lawn�area needed) (
<br /> � Clean rock needed- �_s .ft.treotment area x -L�de th of rock=�cu.ft :-27=a� i
<br /> q p cu.yds.(3/4�to 2 I/�.�dia. ,includes 2�of rock above pipe) �
<br /> ' ��`�'`F's� Clean sand fili below rock needed�cu.yds. approx. , sandy!oam back fiil � � cu.yds.approx., topsoil 6�� ��cu.yd. R��-_��I-�O__. p=-�CY�_1- ���_
<br /> I wa=>�v ��:c.o��E►�� -Co Aoo �o°�o To -C'oeso��Fo� ��K,��A� ��.o2�G��G�Yv 'Co'CAL�,
<br /> Number of tanks required �_, ist tankL�-�gol. , 2nd tank��d�gal.minirrwms p�.,�s P:-tm P�Nu ' �m p�R- . �
<br /> Pumping chamber capacity- 25°/a of daily sewage flow of�ga�.= `�`�gal.+reserve s'orage of 15 0;=:1/B1�.2��gal. +pipe bnck droinage- �
<br /> °RO?ERTY 0~� Go���aJ S 1'r�- :
<br /> of��gal./IOO lin.ft.of � ��dio. supply pipe, lin.ft.needed L� , ��' gal.+ manifo!d �gal./IOO lin.ft of=��dia.pipe, I�.ft.needed `� , Z gal. �v.� ^ -��L� � �
<br /> total capacity needed g�gal.(plus area for pump) uS E rn�n. <1� �,��ga 1.ca p, ��y,�v �� �,.1 . ���}.l . CO .
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<br /> Distribution pipe �L'��dia. , �`�'!�lin.ft., ����dia. perforations����apart
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<br /> Pump srze�hp. (pumpable capacity�lq.gol. 4cycles/doy) _�I���__a�j. ___f-1�Po _P_R�ss � D�S�1-�R�-��.—__��_�q1�nLt��_ _ , S—P TEST/NG /N .
<br /> No!e � When constructing bed - � this areo shouid be shaped Note= Distonce from treahnen� orea to ne�ghboring v.e!!s- L��,.,,� � . -lj r__
<br /> 'o �fver� r,;�-c`f 'rom enter�.ng trea'ment crea. 1.�'�-�r i�:��Tt= -�(�Y��-� 1��?� � � 'Jesiqned 9y�.,� e
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<br /> �� _ =�/_��"�� � � . 5'� �g, -3
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