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25443 - SL MOUNDS VIEW - EXISTING <br /> 25443-EXISTING MSE 24-hr 3 10-YR Rainfall=4.23" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 20 <br /> Summary for Subcatchment EX1: EX1 - DRAINS TO WETLAND <br /> Runoff = 12.48 cfs @ 12.18 hrs, Volume= 0.674 af, Depth= 2.30" <br /> Routed to Reach 1 R : TOTAL TO WETLAND <br /> Runoff by SCS TR-20 method, UH=SCS, Weighted-Q, Time Span= 0.00-240.00 hrs, dt= 0.01 hrs <br /> MSE 24-hr 3 10-YR Rainfall=4.23" <br /> Area (sf) CN Description <br /> 5,979 98 Paved parking, HSG D <br /> 147,145 80 >75% Grass cover, Good, HSG D <br /> 153,124 Weighted Average <br /> 147,145 96.10% Pervious Area <br /> 5,979 3.90% Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment EX1: EX1 - DRAINS TO WETLAND <br /> Hydrograph <br /> 12.48 cfs ■Runoff <br /> 13 <br /> 12 MSE 24-hr $ <br /> ------------ ---------- --� - - <br /> 11 10-YR Rainfall=4.23" <br /> 10 <br /> Runoff Area=153,124-sf <br /> 9 Runoff Volume=0.674 of <br /> 8 <br /> Runoff Depth=2.30" <br /> 3 7 1 <br /> o - I--------4- -------- --------*---------- <br /> TC-10.0 mitt <br /> LL 6 <br /> 5 CN=WQ <br /> 4 <br /> 3 <br /> 2 <br /> -------------+ ---------- --------+-- --------- ---------� <br /> 1 <br /> 0 <br /> 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 <br /> Time (hours) <br />