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 25
Summary for Link 10L: Study Area Study Area WQ MTD A-110 (Total)
Inflow Area = 0.630 ac, 96.83% Impervious, Inflow Depth = 0.99" for WQ event Inflow = 1.12 cfs @ 1.17 hrs, Volume = 0.052 af Primary = 1.12 cfs @ 1.17 hrs, Volume = 0.052 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)
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
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 HydroCAD Software Solutions LLC
Summary for Link 14L: Study Area West (Total)
Inflow Area =1.050 ac, 68.57% Impervious, Inflow Depth = 0.00" for WQ event
Inflow =0.00 cfs @ 0.00 hrs, Volume= 0.000 af
Primary =0.00 cfs @ 0.00 hrs, Volume= 0.000 af, Atten= 0%, Lag= 0.0 min
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.05 hrs
Link 14L: Study Area West (Total)