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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 6HydroCAD® 10.00-25 s/n 00837 © 2019 HydroCAD Software Solutions LLC <br />Summary for Subcatchment 1S: WEST & STREET <br />Runoff = 2.39 cfs @ 12.18 hrs, Volume= 0.144 af, Depth= 1.34" <br />Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs <br />MSE 24-hr 3 2yr Rainfall=2.86" <br />Area (sf) CN Description <br />* 16,125 98 HOUSE/DRIVE/STREET <br />40,346 74 >75% Grass cover, Good, HSG C <br />56,471 Weighted Average <br />40,346 71.45% Pervious Area <br />16,125 28.55% Impervious Area <br />Tc Length Slope Velocity Capacity Description <br />(min) (feet) (ft/ft) (ft/sec) (cfs) <br />10.0 Direct Entry, <br />Subcatchment 1S: WEST & STREET <br />Runoff <br />Hydrograph <br />Time (hours) <br />484644424038363432302826242220181614121086420Flow (cfs)2 <br />1 <br />0 <br />MSE 24-hr 3 <br />2yr Rainfall=2.86" <br />Runoff Area=56,471 sf <br />Runoff Volume=0.144 af <br />Runoff Depth=1.34" <br />Tc=10.0 min <br />CN=WQ <br />2.39 cfs