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,.7 (-,__N <br /> .... . :w,:qu, ''• Figure 2 Approximations of Flow Areas Based on Field <br /> d: <br /> Observations of As-Built Road Flow <br /> �- 1 x <br /> �,� ` F,r Shaded area A(Ex. Road Being <br /> v x� J}; <br /> M Detained and Treated not Included in <br /> t original Calculations)= 2650 SF <br /> Shaded area B(Area added to Bypass)= 1113 SF <br /> ,r:; ..aistikw <br /> ) �� Net=Area A-Area B= 1537 SF <br /> ,'lrt+_ <br /> 4, s1s�, -.— '- �t '' <br /> t 1 *Existing road along 40th Ave W= 1588 SF <br /> c 11 <br /> CBS'; -- <br /> r 'L-r:�4, Net-Existing road(3%Not Significant <br /> R <br /> :�,5010 t.iXi%NC. t,r f' . hik I per assumptions above)= -51 SF <br /> i KIN •516,5 r T ��",,5,,..- I ; <br /> iG f55 , .;, . 1Y;t <br /> ffi r«..: ia`}` • \ *Theoretical flow area from the existing road that <br /> ?, I '` was included in the original approved analysis for <br /> c '' -i.\ :1. -. i=- sizing the site detention and treatment systems.See <br /> 1''` .! the SSP. <br /> t r,i .: ,-'i -- <br /> ' `.'t i ' <br /> It <br /> :r •�° s n', o <br /> v' <br />