NOAA 24-hr D 100 YR-C Rainfall=9.48" Printed 12/19/2025 tions LLC Page 306
Analysis - Proposed Conditions NOAA Prepared by Civil Core Consulting HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC
Summary for Subcatchment 14S: LOT 11 Roof
Runoff = 0.69 cfs @ 12.09 hrs, Volume= 2,310 cf, Depth= 9.24"
Routed to Pond 2P : Subsurface 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= NOAA 24-hr D 100 YR-C Rainfall=9.48"
Area (sf) CN Description
3,000 98 Roofs, HSG A
3,000 98 100.00% Impervious Area
Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity (cfs)
0.3 40 2.00 Direct Entry, Pipe Flow
Subcatchment 14S: LOT 11 Roof