Stormwater Report

1240815-pipes Prepared by Casey & Keller, Inc 512-516 Pleasant Valley Way, West Orange NOAA 24-hr D 100-Year-2020 Rainfall=9. 18", P2=3.47" Printed 8/25/2025 HydroCAD® 10.20-7a_ s/n 03272 © 2025 HydroCAD Software Solutions LLC. Page 34 Pond 3: Pervious Pavers Hydrograph Bi inflow a Outflow Inflow Area=0.168 ac | |B Picay”" Flow (cfs) Time (hours) Peak Elev=415.26' Storage=1,140 cf 04 paanen 0 2 4 6 8 101214 16 18 20 22 24 26 28 30 32 34 3638 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 a