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 27
Summary for Link 16L: Study Area Basin A (Total)
Intlow Area =0.740 ac, 97.30% Impervious, Inflow Depth = 1.00" for WQ event
Inflow =1.33 cfs @ 1.17 hrs, Volume= 0.061 af
Primary =1.33 cfs @ 1.17 hrs, Volume= 0.061 af, Atten= 0%, Lag= 0.0 min
Routed to Pond 21P : Basin A Routing (StormBrixx)
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs
Link 16L: Study Area Basin A (Total)
2026-02 Existing and Proposed NJ DEP 2-hr WQ Rainfall=1.24"
Prepared by Dynamic Engineering Printed 2/10/2026
HydroCAD\textregistered 10.20-8a s/n 08640\circledR 2025 Page 28
Summary for Link 18L: Study Area Road Undetained (Total)
Inflow Area =0.120 ac, 25.00% Impervious, Inflow Depth = 0.26" 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 18L: Study Area Road Undetained (Total)