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Note: Blank areas in the above table for watershed %, average slope, runoff curve number, or time of concentration mean that the peak was already calculated for a ditch <br />design and has been substituted here. <br />Attachment 2.05.3(3)-1 Page 35 June 2016 (TR -73) <br />Structure <br />Watershed <br />Watershed <br />Watershed <br />Runoff <br />Time of <br />Design <br />Peak <br />CMP <br />CMP <br />Culvert <br />Comments <br />Basin(s) <br />Area <br />% Avg. <br />Curve <br />Conc. <br />Event <br />Flow <br />Diameter <br />Design Flow <br />Length <br />(acres) <br />Slope <br />No. <br />(hrs) <br />(yrs) <br />(cfs) <br />(inches) <br />(cfs) <br />(feet) <br />C116 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Removed <br />C117& <br />24,25 <br />36.3 <br />- <br />- <br />- <br />100 <br />38.8 <br />4 x 18 <br />44.8 <br />60 <br />Carries flow from Ditches <br />C117A <br />C12 & C13 under rebuilt BB <br />Road. <br />C118 <br />4, 8, 26 <br />- <br />- <br />- <br />- <br />10 <br />24.4 <br />3 x 18 <br />33.6 <br />80 <br />Carries peak from Ditches C 1 <br />& C2 under 2700 Road. <br />C119- <br />Minor <br />Less than <br />- <br />- <br />- <br />10 <br />3.4 <br />13 & 18 <br />5.1 & 11.2 <br />40-75 <br />Culverts placed along BB <br />C124 <br />1.0 <br />Road Detour have very little <br />drainage due to Ditch C 1. <br />C125 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Removed <br />C126 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Removed <br />C127 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Removed <br />C128 <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Removed <br />C129 <br />13 <br />2.1 <br />- <br />- <br />- <br />100 <br />4.1 <br />18 <br />11.2 <br />60 <br />Under reconstructed BB Road <br />peak flow from Ditch C24. <br />Note: Blank areas in the above table for watershed %, average slope, runoff curve number, or time of concentration mean that the peak was already calculated for a ditch <br />design and has been substituted here. <br />Attachment 2.05.3(3)-1 Page 35 June 2016 (TR -73) <br />