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1�.1,1.►�C I - 'tip.-�9 5 o c��g 1. l �,s-t�.l�y-�10�.4 . �'- 5q,4 <br /> - Cw 3"- <br /> �(!� 11.1L'�5.�?+�V'�F�-t7 •'1 --�'�rt7�1�t7�-1�_.�SQ=.1�3'�S' 't��'Sd�t_ "R �'t✓1\.t_. <br /> At 4 = too w•Kp <br /> La <br /> ILI <br /> SET- BACKS V_jk�)q.LI <br /> HOUSE System must be: <br /> Tank 3� from property fines b WsY-r-o0A o' ?LAP V <br /> � <br /> C from wells — <br /> a0_ from-bldgs. ,-Teov>� v�,5,-l <br /> Treatment area = from lakes, streams <br /> Treatment area -R-2 from property lanes rafr4'— P-F u <br /> �u4uNo�.Es_ 4x:1�"from wells �a '�'� $" <br /> a�KFr� <br /> -J-6 : <br /> from bktgs.='from trees ote:Pager supply and switches must be in a weather SOIL BORING ELEVATIONS <br /> r <br /> «1 _ proof endosure• outsid� a:pumping chamber <br />---- l min.- - <br /> --- <br /> --------- TH. I EL. ala 9�.3 <br /> grt <br /> ; Flpe... TH4`2 EL.�'0 3� LL.,�t�`3�i.3 Grode 3%slope TH�3EL.- `a to Tank s�-rvsTH.4 EL-��--iso-S'tUw1 �. -------------- <br /> Min:l"to 8' k—Pumping 9�•3 <br /> ------------- <br /> Max.f to 4' Chamber a SEEPAGE BED s iz ELEVATION at PROPOSED PUMPING <br /> 4•`to 6��dia.pipe -- - - <br /> Soo ) a CHAMBER-�;z'�.i�o,�w�P °11.0 <br /> . _ g"' ' <br /> SYSTEM DESKV - ►.1 u ti15 - 9 5, <br /> TYPE--,�,3 BEDROOM - Percolation rate_1,6'min./inch (design 3 I-Ll ma rch) .o s a, •)�a <br /> Treatment area required w/Lf of rock filter material--4-K fo =9oosq.ft of trench bottom <br /> Number of tanks required I , Ist tank gal_, 2nd tank-- gal. mi&P ms <br /> lel_ LI+1�rvv� R�J S�rP. SOO�gI.'fPAS}, ' +q� � l0o o <br /> Clean rock_jLcu.yds. (3/4 to 2 &'dio.,includes 2"above pipe) PROPERTY OF:Ga'4-yLlbA V62"Ol'y-1 <br /> Io .1wvl0r= <br /> Pumping chamber capacity= L5% of daily sewage fkner of4gat.= .9aL*Reserve.stoaageal+ Pipe.back drainage—gal.= gal a,p o.� 0. O`,n <br /> +.� "pipe-. Soo!dpj gyp. <br /> ( Reserve storage = '`ga /bedroom=9 nD,gal. + pipe back draa�age�gat./1006n ft.z length of pipe needed app._ft =_gal.) <br /> C <br /> VVVE y`d Pump size 11 Z hp w/mercury float pump controls U Sri 1 y t �S , t s c- 1�Q-i��x'13 a�1�13- <br /> Note'. <br /> _ 1► , �l �r �� as I S-P,TEST,/�G / <br /> ult -�M Note: When constructing bed , this area should.be shaped Note: Distance from treatment area for neig welis— Designed By: �'•to divert run-off from entering treatment area. U� 't1a It�O <br /> Date 2/ 3/03 , PH. 612-497-3566 <br />