Supporting Documentation · Jun 18, 2026
Stormwater Report
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4fde3384ba3ef521c5242ad98500091fcf46d38fc9bd350ece658b7a6cb8dd4cIndexed text · page 29
Show all pages512-516 Pleasant Valley Way, West Orange 1240815-pipes Prepared by Casey & Keller, Inc NOAA 24-hr D 10-Year-2020 Rainfall=5.38", P2=3.47" Printed 8/25/2025 HydroCAD® 10.20-7a_s/n 03272 © 2025 HydroCAD Software Solutions LLC Page 21 Pond 3: Pervious Pavers Hydrograph Bi inflow Outflow Inflow Area=0.168 ac | |B pcre Peak Elev=414.63' Storage=733 cf Flow (cfs) 0 i pipaniaipnaianiinian igs a gaa i y y 0 2 4 6 8B 101214 16 18 20 22 24 26 28 30 32 34 36.38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours) 28
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