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MSE 24-hr 3 Rainfall=2.83"2-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>2.03"Subcatchment DA1: Tc=5.0 min CN=80/98 Runoff=0.41 cfs 0.021 af Runoff Area=0.109 ac 92.66% Impervious Runoff Depth>2.49"Subcatchment DA2: Tc=5.0 min CN=80/98 Runoff=0.44 cfs 0.023 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA3A: Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.008 af Runoff Area=0.031 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA3B: Tc=5.0 min CN=0/98 Runoff=0.13 cfs 0.007 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA3C: Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.008 af Runoff Area=0.035 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA4A: Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.008 af Runoff Area=0.037 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA4B: Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.008 af Runoff Area=0.028 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA4C: Tc=5.0 min CN=0/98 Runoff=0.12 cfs 0.006 af Runoff Area=0.036 ac 100.00% Impervious Runoff Depth>2.60"Subcatchment DA4D: Tc=5.0 min CN=0/98 Runoff=0.15 cfs 0.008 af Runoff Area=0.175 ac 5.71% Impervious Runoff Depth>1.21"Subcatchment DA5: Tc=5.0 min CN=80/98 Runoff=0.38 cfs 0.018 af Runoff Area=0.185 ac 1.62% Impervious Runoff Depth>1.15"Subcatchment DA6: Tc=5.0 min CN=80/98 Runoff=0.39 cfs 0.018 af Runoff Area=0.025 ac 4.00% Impervious Runoff Depth>1.18"Subcatchment DA7: Tc=5.0 min CN=80/98 Runoff=0.05 cfs 0.002 af Avg. Flow Depth=0.15' Max Vel=3.79 fps Inflow=0.15 cfs 0.008 afReach CO1: 4.0" Round Pipe n=0.010 L=70.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.14 cfs 0.008 af Avg. Flow Depth=0.22' Max Vel=4.40 fps Inflow=0.27 cfs 0.014 afReach CO2: 4.0" Round Pipe n=0.010 L=70.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.27 cfs 0.014 af Avg. Flow Depth=0.22' Max Vel=4.92 fps Inflow=0.41 cfs 0.022 afReach CO3: 6.0" Round Pipe n=0.010 L=38.0' S=0.0200 '/' Capacity=1.03 cfs Outflow=0.41 cfs 0.022 af Avg. Flow Depth=0.15' Max Vel=3.78 fps Inflow=0.15 cfs 0.008 afReach CO4: 4.0" Round Pipe n=0.010 L=98.0' S=0.0200 '/' Capacity=0.35 cfs Outflow=0.14 cfs 0.008 af