Analysis - Proposed Conditions NOAA 24-hr D 2 YR-F Rainfall=4.04" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 91
Pond 52P: Subsurface Basin Lot 6
Pond 56P: Subsurface Basin Lot 7 Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf
Total Runoff Area = 16,650 sf Runoff Volume = 5,279 cf Average Runoff Depth = 3.81" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf
Peak Elev=93.37' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.07 cfs 587 cf
Peak Elev=94.33' Storage=0.001 af Inflow=0.18 cfs 587 cf Outflow=0.08 cfs 587 cf
Runoff Volume = 5,279 cf Average Runoff Depth = 3.81" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf