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25443 - SL MOUNDS VIEW - PROPOSED <br /> 25443-PROPOSED MSE 24-hr 3 100-YR Rainfall=7.30" <br /> Prepared by Civil Site Group Printed 12/16/2025 <br /> HydroCADO 10.20-8a s/n 02202 ©2025 HydroCAD Software Solutions LLC Page 64 <br /> Summary for Subcatchment PR1A: PR1A - TO EX WETLAND <br /> Runoff = 12.78 cfs @ 12.17 hrs, Volume= 0.699 af, Depth= 4.97" <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 3 100-YR Rainfall=7.30" <br /> Area (sf) CN Description <br /> 0 98 Paved parking, HSG D <br /> 73,524 80 >75% Grass cover, Good, HSG D <br /> 73,524 Weighted Average <br /> 73,524 100.00% Pervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment PR1A: PR1A - TO EX WETLAND <br /> Hydrograph <br /> I -T T I I , <br /> 14 12.78 cfs I 1 I I 1 1 I I I ■Runoff <br /> I I I I I I I I I I I <br /> 13 MSE 24-hr <br /> 12 <br /> I 1 I 1 I I t I I <br /> 11 100-YR Rainfall=7.30" <br /> I I I I I I I <br /> I I <br /> 10 �-- -- -- - - - .-- -- . -- Runoff Area=73,524 sf <br /> s I I I I I <br /> Runoff Volume=0.699 of <br /> Runoff Depth=4.97" <br /> --T <br /> 3 7 I 1 1 I I 1 I <br /> o _I_ _ J_ _ J_ _ J _ _1 _ _L _ -'_ - - I_ . �_ _ J _ . 1 . _ 1 Tc=10.0 min <br /> LL I 1 1 1 1 1 I i <br /> 6 I 1 I I I I 1 I I <br /> 5 I 1 I I I 1 I 1 CN=WQ <br /> I I I I 1 I I <br /> 4 <br /> I 1 I I I 1 I I 1 1 <br /> ----------- -- -- ----- - <br /> I I I I <br /> I I I I 1 I I I I I I 1 I I I <br /> 3 I 1 I I I t I I I I 1 <br /> 1 1 I I I I 1 I 1 <br /> 2 I I I 1 I I I I <br /> 1 1 I I 1 1 I I I 1 I I I 1 I I I I I 1 <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 />