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MSE 24-hr 3 Rainfall=7.38"100-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=0.32' Max Vel=5.73 fps Inflow=0.78 cfs 0.043 afReach CO5: 6.0" Round Pipe n=0.010 L=98.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.77 cfs 0.043 af Avg. Flow Depth=0.43' Max Vel=5.99 fps Inflow=1.08 cfs 0.059 afReach CO6: 6.0" Round Pipe n=0.010 L=24.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=1.07 cfs 0.059 af Avg. Flow Depth=0.33' Max Vel=4.47 fps Inflow=0.40 cfs 0.021 afReach CO7: 4.0" Round Pipe n=0.010 L=16.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.36 cfs 0.021 af Peak Elev=942.69' Inflow=1.25 cfs 0.064 afPond CB1: 12.0" Round Culvert n=0.012 L=138.0' S=0.0188 '/' Outflow=1.25 cfs 0.064 af Peak Elev=940.69' Inflow=3.16 cfs 0.188 afPond CB2: 12.0" Round Culvert n=0.012 L=42.0' S=0.0167 '/' Outflow=3.16 cfs 0.188 af Peak Elev=939.27' Storage=0.103 af Inflow=6.18 cfs 0.344 afPond FB1: Outflow=1.79 cfs 0.344 af Peak Elev=939.72' Inflow=1.43 cfs 0.081 afPond STMH2: 12.0" Round Culvert n=0.012 L=14.0' S=0.0200 '/' Outflow=1.43 cfs 0.081 af Inflow=2.55 cfs 0.422 afLink L1: Primary=2.55 cfs 0.422 af Total Runoff Area = 0.853 ac Runoff Volume = 0.433 af Average Runoff Depth = 6.09" 49.94% Pervious = 0.426 ac 50.06% Impervious = 0.427 ac