Laserfiche WebLink
- �?,i <br /> �y� �-F'.I S S <br /> -1'� ����''' 5 S� �oLl�- R�-p — — �-- � <br /> � �j 1 <br /> ao . �s , _ <br /> � � � <br /> - �S - y,o -t�Q o�.sR►lo 4.3� <br /> F\�-�.Lr_.� <br /> � a .o� 5�,� __/ �/oy,o� '� <br /> P�A�J v���.�/ —_ <br /> SET- BACKS I � f o' ao� 1~ <br /> � <br /> HOUSE Sysfem must be� <br /> Tank 3�� from property lines >C - SP�-�t o�.-1 �}�Sl�� w�o-��}_, <br /> ti.1 L�- �S�1 s�-1���-1� '1s', f rom wel Is <br /> 3s2 from b!dgs. <br /> r��.. <br /> - n„ Treatment area =�fran lokes , _� streoms <br /> Treetment oreo ao� from property lines NOTE� Power supply ond switches must be locoted in a <br /> M�N�{0�5 �.�n l�-" .��,�from w e!Is`f�''�'' weather proof encbsur2 outside the pumping chamber and manhole <br /> caceF,c� <br /> :,i ,3��from bldgs <br /> '� � 10 'irom trees SOIL BORING ELEVATIONS <br /> '� i � � s �(y �� <br /> � {• , � <br /> - �o min. a ,�da.su � � � o TH�? ��.-1t2�...1 Zt1'� t a. -I��1.� <br /> ' � - 3 S ,_ grade� /o TH. S EL 152�I <br /> Tan�c Tank TH'� EL.-�� <br /> Drop to Tonk � ��� PRESSURE D(STRIBUTION MOUND SYSTEM .T.h�,� �L. 1v�-1 7 <br /> L'�-��✓S�F- ��A�,4v��. <br /> Min. I��io 8� �p�mP��9 TN."�► EL.- �n o <br /> Max.l��to4� � ���P -'('��-1�S Sl�+�D,��ovJ Chomber ELEVATIOV ot PROPOSED PL�MPING <br /> 4�to 6��dio.pipe CHAV�BER-/v�,.v ��a ,4•�M� �c�.v <br /> SYSTEM DESIGN -MOUNO ��.�����ow�t��c���.� �ro 0 7 <br /> TYPE�,� BEDROOM , Ave�age percolation rate �•� min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) <br /> �� gal./day x.83sq.ft�gal.�1��! sq.ft.of treatment orea +10% _�.`�sq.ft. (.= IOft.width=s�ft.lenqth of bed area+side slope run '-�to i x 4_z-heigh2=�L ft.x `6g ft,lawn-area needed) <br /> Cleon rock needed- �.12sq.ft.treatment orea x �-�� depih d rock=S'�`- cu.ft=27= a � cu.yds,(3/4�10 21/��dia. ,includes 2�of rock obove pipe) q�ti S�a�.s,�, 4_���- a e� �, <br /> ���� Clean sand fill below rock needed��cu.yds. opprox. , sa�dy�oom back fill a�a.yds.approx., topsoil 6����.cu.yd._R-�c.otMM'��.o �fo A�vv yo�o -fo -(oQso��. /o z G�.�{�s <br /> c.vAs�o ( �a"�ooS���LL.= t�" �i�-�,i�.) <br /> Number of ianks required__�___, Ist tonk np� gol. , 2nd tank���� gal.minm�ms �.y S P�lm P�N u ��-t�m pe R-- <br /> Pumping chamber capocity- 25% of doily sewoge flow of �� gol.=�gol.+reserve s'oroge of 15 0�a�1/BF� ��D gal.+pipe bock droinage— 5�� � <br /> „ PROPERTY C:=� <br /> of.�`�gal./IOOlin.ft.of���dia. supply pipe, lin.ft.needed 3 S , _�gal.�+ manrfo!d��gal./IOO liRft of� dia.pipe, I�.ftneeded� ,�gal. y 3 55 Ly�1.PQ��� ���,�. <br /> ; total capacity needed ��_gal.(plus area forpump) ess� rn�,n./oo gql.caP. _p�0� O MJ-�. \�'�?-�� . �O. <br /> � - Distribution pipe �l���dia. , � 'l`'Zlin.ft., ��_�dia. perforoiions�_��apart <br /> - Pump s¢e ��� hp. (pumpable capacity.LS�_gol. 4 cycles/day) y�s�� I�} � H�f�o PQ.��s ��5e���v� �-}D aa 1 1 rY,�n. S—P TEST/NG /N . <br /> Nole � �4hen conslrucling bed � � this areo shoutd be shoped Note� Distonce from treohnent areo to neighborinq v.ells— I 6Z,.C <br /> _ io divert run-off from entering treatment areo. L��E->a--�'�`�'- -'�1��=;�' /'�;�� i Designed 9y� � � �'-.--- <br /> � Do�e��/�/.o� , PH. 612-497-3566 <br />