Analysis - Proposed Conditions NOAA 24-hr D 100 YR-C Rainfall=9.48" Prepared by Civil Core Consulting Printed 10/24/2025 HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 340
Pond 52P: Subsurface Basin Lot 6
Peak Elev=94.44' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf
Pond 56P: Subsurface Basin Lot 7 Peak Elev=94.44' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf
Peak Elev=95.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf
Total Runoff Area = 16,650 sf Runoff Volume = 12,820 cf Average Runoff Depth = 9.24" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf
Runoff Volume = 12,820 cf Average Runoff Depth = 9.24" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf