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PROPOSED CONDITIONS <br />MSE 24-hr 3 2yr Rainfall=2.86"16628 SWMP <br /> Printed 2/10/2022Prepared 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=56,471 sf 28.55% Impervious Runoff Depth=1.34"Subcatchment 1S: WEST & STREET <br /> Tc=10.0 min CN=WQ Runoff=2.39 cfs 0.144 af <br />Runoff Area=32,300 sf 27.31% Impervious Runoff Depth=1.31"Subcatchment 2S: EAST (LOTS 2&3) <br /> Tc=10.0 min CN=WQ Runoff=1.35 cfs 0.081 af <br /> Inflow=1.43 cfs 0.226 afReach 3R: TOTAL RUNOFF <br /> Outflow=1.43 cfs 0.226 af <br />Peak Elev=933.85' Storage=3,671 cf Inflow=2.39 cfs 0.144 afPond 1P: FILTRATION BASIN <br /> Outflow=0.09 cfs 0.144 af <br />Total Runoff Area = 2.038 ac Runoff Volume = 0.226 af Average Runoff Depth = 1.33" <br />71.90% Pervious = 1.465 ac 28.10% Impervious = 0.573 ac