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MSE 24-hr 3 Rainfall=2.83"2-Yr Proposed <br />Prepared by Schultz Engineering And Site Design <br />Page 7HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC <br />Avg. Flow Depth=0.18' Max Vel=4.48 fps Inflow=0.30 cfs 0.016 afReach CO5: <br />6.0" Round Pipe n=0.010 L=100.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.29 cfs 0.016 af <br />Peak Elev=942.92' Inflow=0.41 cfs 0.021 afPond CB1: <br />12.0" Round Culvert n=0.012 L=174.0' S=0.0178 '/' Outflow=0.41 cfs 0.021 af <br />Peak Elev=940.13' Inflow=1.42 cfs 0.074 afPond CB2: <br />12.0" Round Culvert n=0.012 L=42.0' S=0.0167 '/' Outflow=1.42 cfs 0.074 af <br />Peak Elev=938.74' Storage=0.086 af Inflow=2.27 cfs 0.117 afPond FB1: <br /> Outflow=0.04 cfs 0.043 af <br />Peak Elev=939.56' Inflow=0.41 cfs 0.022 afPond STMH2: <br />12.0" Round Culvert n=0.012 L=22.0' S=0.0200 '/' Outflow=0.41 cfs 0.022 af <br /> Inflow=0.41 cfs 0.060 afLink L1: <br /> Primary=0.41 cfs 0.060 af <br />Total Runoff Area = 0.853 ac Runoff Volume = 0.136 af Average Runoff Depth = 1.92" <br />46.07% Pervious = 0.393 ac 53.93% Impervious = 0.460 ac <br />89