2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04" Prepared by Dynamic Engineering Printed 2/10/2026 HydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 45
Summary for Link 8L: Existing Study Area Road (Total)
Inflow Area =0.150 ac, 20.00% Impervious, Inflow Depth = 0.80" for 2-Year-Projected event
Inflow =0.08 cfs @ 12.19 hrs, Volume= 0.010 af
Primary =0.08 cfs @ 12.19 hrs, Volume= 0.010 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 2-Year-Projected Rainfall=4.04" Prepared by Dynamic Engineering Printed 2/10/2026 HydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 46
Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)
Inflow Area =0.630 ac, 96.83% Impervious, Inflow Depth = 3.69" for 2-Year-Projected event
Inflow =1.54 cfs @ 12.19 hrs, Volume= 0.194 af
Primary =1.54 cfs @ 12.19 hrs, Volume= 0.194 af, Atten= 0%, Lag= 0.0 min
Routed to Link 161 : Study Area Basin A (Total)
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)