Analysis-Existing Conditions Prepared by Civil Core Consulting HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC
NOAA 24-hr D 10 YR-C Rainfall=5.26" Printed 8/29/2025 ons LLC Page 61
Summary for Link 8L: POA-3
Inflow Area = 2.740 ac, 7.30% Impervious, Inflow Depth = 1.46" for 10 YR-C event Inflow = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af Primary = 2.20 cfs @ 12.24 hrs, Volume= 0.333 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt= 0.01 hrs
Primary outflow = Inflow, Time Span = 0.00-72.00 hrs, dt = 0.01 hrs
Link 8L: POA-3