2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34" Prepared by Dynamic Engineering Printed 2/10/2026 HydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 87
Summary for Link 8L: Existing Study Area Road (Total)
Inflow Area =0.150 ac, 20.00% Impervious, Inflow Depth = 1.66" for 10-Year-Projected event
Inflow =0.13 cfs @ 12.20 hrs, Volume= 0.021 af
Primary =0.13 cfs @ 12.20 hrs, Volume= 0.021 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs
Link 8L: Existing Study Area Road (Total)
2026-02 Existing and Proposed NOAA 24-hr D 10-Year-Projected Rainfall=6.34" Prepared by Dynamic Engineering Printed 2/10/2026 HydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 88
Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)
Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 5.93" for 10-Year-Projected event Inflow = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af Primary = 2.42 cfs @ 12.19 hrs, Volume = 0.311 af, Atten = 0%, Lag = 0.0 min Routed to Link 16L: Study Area Basin A (Total)
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs
Fixed water surface Elevation= 117.75'
Link 10L: Study Area Study Area WQ MTD A-110 (Total)