2026-02 Existing and Proposed Prepared by Dynamic Engineering HydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC
NJ DEP 2-hr WQ Rainfall=1.24" Printed 2/10/2026 Page 23
Summary for Link 5L: Ex Study Area West (Total)
Inflow Area =1.020 ac,8.82% Impervious, Inflow Depth = 0.09" for WQ event
Inflow =0.17 cfs @1.17 hrs, Volume= 0.008 af
Primary =0.17 cfs @1.17 hrs, Volume= 0.008 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs
Link 5L: Ex Study Area West (Total)
2026-02 Existing and Proposed NJ DEP 2-hr WQ Rainfall=1.2
Prepared by Dynamic Engineering Printed 2/10/202
HydroCAD\circledR 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 2
Summary for Link 8L: Existing Study Area Road (Total)
Inflow Area =0.150 ac, 20.00% Impervious, Inflow Depth = 0.20" for WQ event
Inflow =0.06 cfs @1.17 hrs, Volume=0.003 af
Primary =0.06 cfs @1.17 hrs, Volume=0.003 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)