Runoff = 2.12 cfs @ 12.24 hrs, Volume= 0.321 af, Depth= 1.45" Routed to Link 13L : Reduction

Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10 YR-C Rainfall=5.26"

Area (ac) CN Description

2.080 55 Woods, Good, HSG B

0.130 98 Paved parking, HSG B

0.380 61 >75% Grass cover, Good, HSG B

0.060 98 Roofs, HSG A

2.650 59 Weighted Average

2.460 56 92.83% Pervious Area

0.190 98 7.17% Impervious Area

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

9.1 17 0.0180 0.03 Sheet Flow, Woods: Dense underbrush n= 0.800 P2= 3.42" Using McCuen-Spiess flow length

3.7 222 0.0400 1.00 Shallow Concentrated Flow, Woodland Kv= 5.0 fps

12.8 239 Total