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PROPOSED CONDITIONS <br />MSE 24-hr 3 100yr Rainfall=7.28"16628 SWMP <br /> Printed 12/6/2021Prepared by {enter your company name here} <br />Page 18HydroCAD® 10.00-25 s/n 00837 © 2019 HydroCAD Software Solutions LLC <br />Summary for Subcatchment 1S: ROAD & ROW <br />Runoff = 8.49 cfs @ 12.17 hrs, Volume= 0.495 af, Depth= 5.01" <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 100yr Rainfall=7.28" <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)9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />0 <br />MSE 24-hr 3 <br />100yr Rainfall=7.28" <br />Runoff Area=51,635 sf <br />Runoff Volume=0.495 af <br />Runoff Depth=5.01" <br />Tc=10.0 min <br />CN=WQ <br />8.49 cfs