Analysis - Proposed Conditions NOAA 24-hr D 10 YR-C Rainfall=5.38" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 174
Pond 52P: Subsurface Basin Lot 6
Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf
Total Runoff Area = 16,650 sf Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf
Peak Elev=93.65' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.07 cfs 793 cf
Peak Elev=94.60' Storage=0.002 af Inflow=0.24 cfs 793 cf Outflow=0.08 cfs 793 cf
Runoff Volume = 7,135 cf Average Runoff Depth = 5.14" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf