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1?3/18/1999 17.24 4760135 +ANG ENGRS PAGE 03 <br /> s <br /> /10 . 3 . 5 . A sail, prefile of the division of Lard or land <br /> development ,hall ba made to a depth of at les t ten <br /> ( 10) feet where the waster *able or clay stratas are <br /> unknown . <br /> 10 . 3 . 6 . Multiple dwellinge proposed to be built on divlaione of <br /> land after December 15 , 1972 must have the required <br /> minimum usably. di Lipc,sa1 area for each unit based on <br /> percolation rates . <br /> lit , 3 . 7 . Any division of land or new land development having n <br /> slope greater char 10% w111 be evaluated on an <br /> individual baeis . <br /> 10 . 3 . 9 . Minimum distances in feet to be maintained where public <br /> and pc•ivate sewage disposal Systems Shall be installed <br /> as follows : <br /> Drainage cut <br /> Course or or <br /> Domestic Public Flowing Ephemeral Fill Property Lake or <br /> 9acility Well Well Stream* Stream** Bank+ Line++ Reservoir•*+ <br /> .Septic tank , <br /> sewer line, <br /> ?r Package <br /> treatment Flint 50 100 50 25 10 25 50 <br /> reaching field <br /> :t Sewage Ponds <br /> :r sumps <br /> =8" deep 100 100 100 Citi + 50 200 <br /> seepage Pit <br /> sumps <br /> 6 • depth 15o 150 100 50 + 75 200 <br /> As measured from the line which defines the limit of a 100-year <br /> frequency flood. <br /> + * As measured from the edge of the channel . <br /> + Distance in feet equals four time the vertical height of the cut or <br /> fill bank . Distance is measured from the top edge of the bank . <br /> *- When individual wells are used. (See Example Figure I . ) <br /> ky As measured from the high water line. <br /> 3 .8. The percolation rate in the disposal field shall be no greater <br /> than sixty (60) minutes per inch . Percolation rates for seepage <br /> pita shall be no greater than thirty ( 30 ) minutes per inch . <br /> Y UCto 00160m- C&)-� BGFMMB I" <br /> (0_-i5 r.0 W3D ki?�fCl/1_ <br /> t r <br /> -14 <br /> FTS•' �• lt•�r\^•1N�J1 l/J <br />