NOAA 24-hr D 10 YR-C Rainfall=5.38" Printed 10/24/2025
Analysis - Proposed Conditions Prepared by Civil Core Consulting HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC
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Summary for Subcatchment 37S: Roof Lot 8
Runoff = 0.24 cfs @ 12.09 hrs, Volume= 793 cf, Depth= 5.14" Routed to Pond 38P : Subsurface Basin Lot 8
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=5.38"
Area (sf) CN Description
1,850 98 Roofs, HSG A
1,850 98 100.00% Impervious Area
Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec)
0.4 45 2.00 Direct Entry, Pipe Flow
Subcatchment 37S: Roof Lot 8