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Blank areas in the above table for WATERSHED % AVERAGE SLOPE, RUNOFF CURVE #, TIME OF CONCENTRATION mean that the peak <br />was already calculated for a ditch design and has been substituted here. <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -72 <br />TASI.E2,65.43RPERMITAREA <br />CULVERTOSSI6146 <br />ULVERT <br />MIND <br />LESS <br />10 <br />14 <br />35 <br />THESE 13" X 17" ARCHED <br />119 -128 <br />R <br />THAN <br />CULVERTS ARE PLACED <br />1.0 <br />ALONG THE BB ROAD <br />DETOUR BUT HAVE VERY <br />LITTLE DRAINAGE DUE TO <br />DITCH C1. <br />ULVERT <br />13 <br />2.1 <br />100 <br />4.1 <br />18 <br />9.5 <br />80 <br />TO BE PLACED UNDER <br />29 <br />RECONSTRUCTED BB ROAD. <br />PEAK FLOW FROM DITCH C24 <br />Blank areas in the above table for WATERSHED % AVERAGE SLOPE, RUNOFF CURVE #, TIME OF CONCENTRATION mean that the peak <br />was already calculated for a ditch design and has been substituted here. <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -72 <br />