| 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
| 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)