Supporting Documentation · Jun 18, 2026
Stormwater Report
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4fde3384ba3ef521c5242ad98500091fcf46d38fc9bd350ece658b7a6cb8dd4cIndexed text · page 33
Show all pages1240815-pipes Prepared by Casey & Keller, Inc 512-516 Pleasant Valley Way, West Orange 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 25 Pond 5: Pipes Hydrograph i Infiow © Outiow a Inflow Area=0.360 ac | [BBs Peak Elev=412.74' Flow (cfs) Storage=268 cf LE” 0 , aps y 0 2 4 6 & 10121416 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 Time (hours) 32
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