Runoff = 0.59 cfs @ 1.08 hrs, Volume= Routed to Pond 12P : PERVIOUS PAVEMENT 2B

714 cf, Depth= 1.03"

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 WQ Rainfall=1.25"

Area (ac) CN Description

0.190 98 Paved roads w/curbs & sewers, HSG A

0.190 98 100.00% Impervious Area

Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)

0.9 151 0.0200 2.87 Shallow Concentrated Flow, Paved Kv= 20.3 fps

Subcatchment 22S: DA-P2 IMPERVIOUS