Analysis - Proposed Conditions NOAA 24-hr D 10 YR-F Rainfall=6.34" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 257
Pond 52P: Subsurface Basin Lot 6
Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf
Total Runoff Area = 16,650 sf Runoff Volume = 8,466 cf Average Runoff Depth = 6.10" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf
Peak Elev=93.82' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.07 cfs 941 cf
Peak Elev=94.78' Storage=0.003 af Inflow=0.28 cfs 941 cf Outflow=0.08 cfs 941 cf
Runoff Volume = 8,466 cf Average Runoff Depth = 6.10" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf