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<br /> � PLI�-� �/���../ !.5 �.u,.��.; �
<br /> -�_. .3 °70 �
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<br /> ; ScT- 9ACKS , 1�.. � /O' .� _ 1 `1 -
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<br /> HOUSE I � System must be� I
<br /> � � , Tonk zo� from preperty '.ces >C - ��f!1 n L), :� !. `_:�=�L �,���.�T.--= �
<br /> '�JL� �11S���ra-r ! ?L� from wei's I
<br /> l,�A�.ti-ot-�'� ?� from b'�gs. f
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<br /> . . ="°�ui . '�ec'mer�' crea = `rOm !akzs , =streCms I
<br /> " Treotment area �� `rom proper!y lines NOTE� Power supply and switches must be iocated in a (
<br /> � M/�u i�u��5 m�n t,�•- �'��om we!!s /We°ther proof enc�osure outside the pumpmg chamber and manhole
<br /> I � �A��rr« to 'jrom b!�gs.
<br /> i � ' �- � r , 1�'C�-om trees I� �I SOIL BOR!!�G ELEVATIONS
<br /> � �-� � - •
<br /> �----?.omin. � ?H'I �L -��,,,a, 't�1 � �- ��c.,� I
<br /> i j ,� � �"dio.su I TH.�2��_. -9 �•y
<br /> I , ;;� _ �o s�_ grade `3% �
<br /> Tan�c I i Tank ; � �'� PRESSURE DISTRIBUTION MOUND SYSTEM TH. 3E'_.-��
<br /> Drop to Tank I ; �� TH M� cL.��,p I
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<br /> � „ , � ! n �€�� �r-�����.�. TH`5 �L-9�
<br /> ' � Min. I to 8 L � �Pump�ng � �
<br /> ; Max.l��to4� � ��t=vP �'r�t�'L'- �`�ra�Lo'�J Chamber ELEVAT�O'J at PROPOSED Pl!MP!NG
<br /> i 4�to 6��dio. pipe CHA�,'.BER-3�1.��, p�m'����4 j
<br /> , A���t.. -C� o�-�w��-�q�6 I,
<br /> jSYSTEM DESIGN -MOUND 1 ' �o w-�sT �Loo-�-9��. ;
<br /> ; TYPE-=, � BEDROOM , Averoge percolation rate ��min./inch !desi;n.83 sq.ft treatment area per gai. of daily sewage florv) � ,
<br /> � � U gal./day x.83sq.ft./gol.��. sq.ff. of treatment area +10% _��sq.ft. (.= IOft.width= �� ft.length of bed area +side s!ope run�to I x 3_1 heig`�t= �ft.x�°Z ft.lawn•arw needed) �
<br /> ; � Clean rock needed- (��sq.ft.treatment area x �•o� depth of rock=�cu.ft :-27=�cu.yd�(3/4�to 2!/��dia. ,inciudes 2�of rock above pipe) �
<br /> i �`�`"'`�S� Clean sand fill below rock needed�.l�_cu.yds. approx. , sandy loam beck fill �� c�.i.yds.approx., topsoil 6�� ��cu.yd. �3��-_ �81�0_ __p:-_4t�.- 1-'7 � I
<br /> � c.�:�a�,�r�o � ��-:[.ac'1�EN9 '�o Aoa ��°70 �Co T�PSo��.�fo� ��K.�„��A� S1.oP�� �_
<br /> �� G_'{v_'CoTAI�
<br /> ' Number of tanks required �—, Ist tank � =�gol. , 2nd tank �v gal.minirrums ?LU S P�-1 m Pti 1�t� �- A m p E R- � �
<br /> IPumping chamber capacity- 25% of daily sewage flow of 1�2�gal._ ! ``'`�gal.+reserve s'orage of 1�0,<; 1/BI� �� gol.+pipe back drainoge— '
<br /> i PROPERTY 0���l�_1L�'-( �i'f'� :
<br /> of_1`�gal./IOO lin.ft.of � ��dia. supply pipe, lin.ft.needed f o' , ��gal.+ man�fo!d �go!./;OO l�n.`t of���dia.pipe, I�.ft needed�... ,�_gal. LU'f �. , '�f_lL � �
<br /> totai capacity needed��Lgal.(p�us area for pump) uSE rn�n. ►�SD gat,cap, �'�C�� O 1"1 � • l--}�a� . LL� • i
<br /> � � ���dia. perforations���apart (
<br /> � Distribution pipe��dia. , l�lin.ft.,
<br /> � Pump size ��hp. (pumpable capacity �9goi. 4cycles/doy) _�1���_�0 �_�.po _� �Ss_� p�sc�lR���,=�_�) m L�t_,____.. ; S_P �--E-S•r/N G//N . �
<br /> ' Nole � When construciing bed - � tn�s oreo shoub be shaped Note= Dis'once from treatment oreo Io ne�ghbor�ng we!�s— ' �Jes�gned 3y� �� �-�'� 7��=-'�- y� -
<br /> ; 'o d��vert r,,,n-o`f from en'er��n;� 'reo'ment orea. � ����- - ''�r'�� ?-� /=�'�: ' •
<br /> ' - �- ;'�-�,97-3556
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