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PROPOSED CONDITIONS <br />MSE 24-hr 3 2yr Rainfall=2.86"16628 SWMP <br /> Printed 12/6/2021Prepared by {enter your company name here} <br />Page 5HydroCAD® 10.00-25 s/n 00837 © 2019 HydroCAD Software Solutions LLC <br />Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points <br />Runoff by SCS TR-20 method, UH=SCS, Weighted-Q <br />Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method <br />Runoff Area=51,635 sf 26.21% Impervious Runoff Depth=1.29"Subcatchment 1S: ROAD & ROW <br /> Tc=10.0 min CN=WQ Runoff=2.12 cfs 0.128 af <br />Runoff Area=34,325 sf 18.06% Impervious Runoff Depth=1.15"Subcatchment 2S: (new Subcat) <br /> Tc=10.0 min CN=WQ Runoff=1.26 cfs 0.075 af <br /> Inflow=1.31 cfs 0.203 afReach 3R: TOTAL RUNOFF <br /> Outflow=1.31 cfs 0.203 af <br />Peak Elev=934.06' Storage=2,685 cf Inflow=2.12 cfs 0.128 afPond 1P: FILTRATION BASIN <br /> Outflow=0.42 cfs 0.128 af <br />Total Runoff Area = 1.973 ac Runoff Volume = 0.203 af Average Runoff Depth = 1.24" <br />77.04% Pervious = 1.520 ac 22.96% Impervious = 0.453 ac