Laserfiche WebLink
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 66 <br /> Summary for Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 <br /> Runoff = 7.77 cfs @ 12.17 hrs, Volume= 0.467 af, Depth= 6.19" <br /> Routed to Pond 1 P : SOUTH FILTRATION BASIN 1 <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 /> 22,963 98 Paved parking, HSG D <br /> 16,438 80 >75% Grass cover, Good, HSG D <br /> 39,401 Weighted Average <br /> 16,438 41.72% Pervious Area <br /> 22,963 58.28% Impervious Area <br /> Tc Length Slope Velocity Capacity Description <br /> (min) (feet) (ft/ft) (ft/sec) (cfs) <br /> 10.0 Direct Entry, <br /> Subcatchment PR1 B: PR1 B - TO FIL BASIN 1 <br /> Hydrograph <br /> 7.77 CfS ā¯‘Runoff <br /> 8 <br /> MSE 24-hr <br /> 7- 100-YR Rainfall=7.30" <br /> 6_ Runoff Area=39,401 sf <br /> Runoff Volume=0.467-af 5-Runoff Depth=6A W' <br /> LL <br /> 4 Tc=10.0 min <br /> 3- CN=WQ <br /> 2- <br /> 1 <br /> o ............................................................ <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 />