|
_`�y''
<br /> �ti� y•,15�
<br /> i
<br /> �y )o�� lo:�.� T-�C.X— t3�p
<br /> - - �— �
<br /> )
<br /> �� � —
<br /> — /055�— 3-5 �oP of.sRuo 4,z
<br /> i
<br /> F��-1.'1���
<br /> /,5 Sx�i�av 97�•O
<br /> P�A1J Vl'fi�.J � �
<br /> SET- BACKS I)�. I O` ��
<br /> HOUSE System must be=
<br /> : Tank ��� from propertylines x' `�'�-L'��d� ������ w����—•
<br /> L�L,.�_. Q w�"'�-�C .�� from wells
<br /> �����! - Di�� a� from b!dgs.
<br /> '. -�'yp;; 7reatment areo =�from lakes, �S��L��.�
<br /> Treotment oreo "�� from property lines N����� supply and switches must be located in a
<br /> , � i ���.��,�,,, weather proof encbwre outside the pumping chamber and manhole
<br /> MA�MF�Dc.ES �+�.�» ��.' lvD�from we,ls�,�,,L,�so,
<br /> ;� �acrF,�� zo from bldgs.
<br /> �'_ :-i _/s�.'irom trees I� � SOIL BORING ELEVATIONS
<br /> 'I i � - I
<br /> zo min. • ' . - THAI EL.-`323..•� �S�`:.'�(o �'7 �
<br /> �G />
<br /> - �10�- ' .�."d�a.su I ' TH�2 EL.--�._L.�:��
<br /> I , _ 9mde 2%
<br /> Tank � Tank - �� TH."3 EL.- �'�_�
<br /> Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM ThM� EL-�?3`�
<br /> LfA.a-�'�- T�A1�1,�v�o. ` �'17�,'Z.-
<br /> Min. I�io 8� �P�mping 7H. 5 El..-
<br /> Max.l��to4� � ���P T�R�-1�C-S Sl�+�A��ovJ Chamber £I.�VA710V at PROrOSED PL�MPING
<br /> CHAM B ER-°1�'1,.�'i.'e�o,�r+a..,-�Y���.o
<br /> �4�10 6��dio.pipe ����os�� -�o� rr� �sw�� - °��63.a
<br /> SYSTEM DESIGN -MOUNO " 1-��`'��''� '�`'`�°�--�'�y
<br /> TYPE-�, � BEDROOM , Ave�age percolation rate �s•� min./inch (design.83 sq.ft treotment area per gal, of daily sewage flow)
<br /> �S� c,�l./day x.83sq.ft/gol. �a�sq.ff.of heatment orea +10% = -- sq.fi. (.= IOft.width=�_ft.lenqth of bed orea+side slope run�to I x�heigFt= �L�L_fi.x�ft,lawn•orea needed) ►���-
<br /> Clean rock needed- ��sq.ft.treatment area x -L�depihof rock=��cu.ft=27= �y cu.yds,(3/4��to 21/��dia. ,includes 2��of rock above pipe) ���. sw�.>,o v�� /.g �
<br /> ��-'� Cleon sond fill below rock needed a�0 cu.yds. opprox. , sandy loam bock fill a� a.yds.approx., topsoil 6��_1_�_Cu.yd._Y'��M>'1_�N�c�_�O A4.o _`1 oho -fd.-{oQso►L //U Lv.�{q s
<br /> -uJAsN�� " _ _ . _ ._ _ . __ _:. .___�:_I�"�oos�f.1.LL= lo" �l.f�_1�'l.-)
<br /> Number of ianks required�_, I st tonk a��gol. ,2nd tonk�o Q�gal.minirrxms pW s P�S m P►N u LH x►m p�R- �
<br /> Pumping chamber capacity- 25% of daily sewage fbw of ��� ga1.=1S��gal.+reserve sloroge of 15 0�z:1/Bl� � �gal.+pipe bock droinage— pRpPERTY �F�'�n>-'�`'t ����-� CO1^'Y'�'
<br /> of_1.�gol./IOOlin.ft.of a� Mdia. supply pipe, lin.ft.needed�, �gol.-► manifold_1_�.gd./IOOlinftof�"dia.pipe,ln.ftneeded� , z- gol. Lp,� a , -�E,Lyr-�, -��„�- �=,� �-�<<�
<br /> total capocity needed�f gal.(plus area for pumP) usE rn„n. a/ S�D 9al.cae. p'�v�-�U ✓��r� -1 ��-��t . !�0 •
<br /> � - . Distribution pipe ��.��da. , .L`t�lin.ft.� ��_+dia. perforations �����aporf
<br /> ; Pump s¢e ��a�hp. (pumpable copocity.�o�gol. 4 cycles/doy) JJ S�� 1�1 ' H�f�o Pw�ss ��,5e�q°a-u� �-j'1 aa+1 ) tn+n. ,5�—P TEST/NG lIVC.
<br /> Nole � 1�Vhen construcling bed - , this areo shoub be shaped Note= Distance irom ireotment oreo to neighborinq wells— � L--�- L �'�,._---=—
<br /> , . , � Designed 9y: -
<br /> io divert run-off from entering treatment orea. �;�� A,'����' ���"�-' ` ` ;';'� � „ � .
<br /> Do�e ��/�/� , PH. 6�2-497-3566
<br />
|