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MSE 24-hr 3 Rainfall=2.83"2-Yr Proposed Prepared by Schultz Engineering And Site Design Page 7HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC Avg. Flow Depth=0.18' Max Vel=4.48 fps Inflow=0.30 cfs 0.016 afReach CO5: 6.0" Round Pipe n=0.010 L=98.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.29 cfs 0.016 af Avg. Flow Depth=0.22' Max Vel=4.90 fps Inflow=0.41 cfs 0.022 afReach CO6: 6.0" Round Pipe n=0.010 L=24.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.41 cfs 0.022 af Avg. Flow Depth=0.15' Max Vel=3.84 fps Inflow=0.15 cfs 0.008 afReach CO7: 4.0" Round Pipe n=0.010 L=16.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.15 cfs 0.008 af Peak Elev=942.42' Inflow=0.41 cfs 0.021 afPond CB1: 12.0" Round Culvert n=0.012 L=138.0' S=0.0188 '/' Outflow=0.41 cfs 0.021 af Peak Elev=940.09' Inflow=1.26 cfs 0.065 afPond CB2: 12.0" Round Culvert n=0.012 L=42.0' S=0.0167 '/' Outflow=1.26 cfs 0.065 af Peak Elev=937.14' Storage=0.021 af Inflow=2.19 cfs 0.112 afPond FB1: Outflow=0.72 cfs 0.113 af Peak Elev=939.45' Inflow=0.55 cfs 0.029 afPond STMH2: 12.0" Round Culvert n=0.012 L=14.0' S=0.0200 '/' Outflow=0.55 cfs 0.029 af Inflow=1.07 cfs 0.131 afLink L1: Primary=1.07 cfs 0.131 af Total Runoff Area = 0.853 ac Runoff Volume = 0.132 af Average Runoff Depth = 1.86" 49.94% Pervious = 0.426 ac 50.06% Impervious = 0.427 ac