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MSE 24-hr 3 Rainfall=4.24"10-Yr Proposed Prepared by Schultz Engineering And Site Design Page 6HydroCAD® 10.10-4b s/n 11475 © 2020 HydroCAD Software Solutions LLC Time span=0.00-24.00 hrs, dt=0.05 hrs, 481 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method Runoff Area=0.122 ac 61.48% Impervious Runoff Depth>3.32"Subcatchment DA1: Tc=5.0 min CN=80/98 Runoff=0.66 cfs 0.034 af Runoff Area=0.109 ac 92.66% Impervious Runoff Depth>3.87"Subcatchment DA2: Tc=5.0 min CN=80/98 Runoff=0.67 cfs 0.035 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA3A: Tc=5.0 min CN=0/98 Runoff=0.22 cfs 0.012 af Runoff Area=0.031 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA3B: Tc=5.0 min CN=0/98 Runoff=0.19 cfs 0.010 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA3C: Tc=5.0 min CN=0/98 Runoff=0.22 cfs 0.012 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA4A: Tc=5.0 min CN=0/98 Runoff=0.22 cfs 0.012 af Runoff Area=0.037 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA4B: Tc=5.0 min CN=0/98 Runoff=0.23 cfs 0.012 af Runoff Area=0.028 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA4C: Tc=5.0 min CN=0/98 Runoff=0.18 cfs 0.009 af Runoff Area=0.036 ac 100.00% Impervious Runoff Depth>4.00"Subcatchment DA4D: Tc=5.0 min CN=0/98 Runoff=0.23 cfs 0.012 af Runoff Area=0.175 ac 5.71% Impervious Runoff Depth>2.34"Subcatchment DA5: Tc=5.0 min CN=80/98 Runoff=0.74 cfs 0.034 af Runoff Area=0.185 ac 1.62% Impervious Runoff Depth>2.27"Subcatchment DA6: Tc=5.0 min CN=80/98 Runoff=0.77 cfs 0.035 af Runoff Area=0.025 ac 4.00% Impervious Runoff Depth>2.31"Subcatchment DA7: Tc=5.0 min CN=80/98 Runoff=0.11 cfs 0.005 af Avg. Flow Depth=0.19' Max Vel=4.20 fps Inflow=0.22 cfs 0.012 afReach CO1: 4.0" Round Pipe n=0.010 L=70.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.22 cfs 0.012 af Avg. Flow Depth=0.33' Max Vel=4.51 fps Inflow=0.41 cfs 0.022 afReach CO2: 4.0" Round Pipe n=0.010 L=70.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.36 cfs 0.022 af Avg. Flow Depth=0.27' Max Vel=5.37 fps Inflow=0.58 cfs 0.034 afReach CO3: 6.0" Round Pipe n=0.010 L=38.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.57 cfs 0.034 af Avg. Flow Depth=0.19' Max Vel=4.19 fps Inflow=0.22 cfs 0.012 afReach CO4: 4.0" Round Pipe n=0.010 L=98.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.22 cfs 0.012 af