Runoff = 2.10 cfs @ 1.09 hrs, Volume= 2,727 cf, Depth= 1.03" Routed to Pond 174P : WQ Infiltration Basin #1
Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NJ DEP 2-hr NJDEP Rainfall=1.25"
| Area (sf) | CN | Description |
|---|---|---|
| 31,625 | 98 | Paved parking, HSG A |
| 0 | 98 | Unconnected pavement, HSG A |
| 0 | 98 | Unconnected pavement, HSG A |
| 0 | 98 | Paved parking, HSG A |
| 0 | 98 | Unconnected pavement, HSG A |
| 31,625 | 98 | Weighted Average |
| 31,625 | 98 | 100.00% Impervious Area |
| Tc (min) | Length (feet) | Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) |
| 1.2 | 100 | 0.0200 1.42 |
| 1.8 | 350 | 0.0250 3.21 |
| 3.0 | 450 | Total |
Subcatchment 171S: DA P1 (Impervious)