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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 6HydroCAD® 10.00-25 s/n 00837 © 2019 HydroCAD Software Solutions LLC <br />Summary for Subcatchment 1S: ROAD & ROW <br />Runoff = 2.12 cfs @ 12.18 hrs, Volume= 0.128 af, Depth= 1.29" <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 />* 8,933 98 ROAD <br />* 3,600 98 LOT 1 <br />* 500 98 LOT 2 <br />* 500 98 LOT 3 <br />38,102 74 >75% Grass cover, Good, HSG C <br />51,635 Weighted Average <br />38,102 73.79% Pervious Area <br />13,533 26.21% 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: ROAD & ROW <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=51,635 sf <br />Runoff Volume=0.128 af <br />Runoff Depth=1.29" <br />Tc=10.0 min <br />CN=WQ <br />2.12 cfs