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MSE 24-hr 3 Rainfall=4.24"10-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=0.23' Max Vel=5.01 fps Inflow=0.45 cfs 0.024 afReach CO5: <br />6.0" Round Pipe n=0.010 L=100.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.44 cfs 0.024 af <br />Peak Elev=943.01' Inflow=0.67 cfs 0.034 afPond CB1: <br />12.0" Round Culvert n=0.012 L=174.0' S=0.0178 '/' Outflow=0.67 cfs 0.034 af <br />Peak Elev=940.33' Inflow=2.16 cfs 0.116 afPond CB2: <br />12.0" Round Culvert n=0.012 L=42.0' S=0.0167 '/' Outflow=2.16 cfs 0.116 af <br />Peak Elev=939.19' Storage=0.107 af Inflow=3.58 cfs 0.188 afPond FB1: <br /> Outflow=0.65 cfs 0.105 af <br />Peak Elev=939.63' Inflow=0.62 cfs 0.033 afPond STMH2: <br />12.0" Round Culvert n=0.012 L=22.0' S=0.0200 '/' Outflow=0.62 cfs 0.033 af <br /> Inflow=0.81 cfs 0.139 afLink L1: <br /> Primary=0.81 cfs 0.139 af <br />Total Runoff Area = 0.853 ac Runoff Volume = 0.227 af Average Runoff Depth = 3.19" <br />46.07% Pervious = 0.393 ac 53.93% Impervious = 0.460 ac