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MSE 24-hr 3 Rainfall=7.38"100-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=0.32' Max Vel=5.73 fps Inflow=0.78 cfs 0.043 afReach CO5: <br />6.0" Round Pipe n=0.010 L=100.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.77 cfs 0.043 af <br />Peak Elev=943.19' Inflow=1.25 cfs 0.065 afPond CB1: <br />12.0" Round Culvert n=0.012 L=174.0' S=0.0178 '/' Outflow=1.25 cfs 0.065 af <br />Peak Elev=940.91' Inflow=3.61 cfs 0.212 afPond CB2: <br />12.0" Round Culvert n=0.012 L=42.0' S=0.0167 '/' Outflow=3.61 cfs 0.212 af <br />Peak Elev=940.02' Storage=0.154 af Inflow=6.33 cfs 0.352 afPond FB1: <br /> Outflow=3.26 cfs 0.264 af <br />Peak Elev=940.03' Inflow=1.08 cfs 0.059 afPond STMH2: <br />12.0" Round Culvert n=0.012 L=22.0' S=0.0200 '/' Outflow=1.08 cfs 0.059 af <br /> Inflow=4.50 cfs 0.341 afLink L1: <br /> Primary=4.50 cfs 0.341 af <br />Total Runoff Area = 0.853 ac Runoff Volume = 0.439 af Average Runoff Depth = 6.17" <br />46.07% Pervious = 0.393 ac 53.93% Impervious = 0.460 ac <br />121