Supporting Documentation · Jun 18, 2026
Stormwater Report
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4fde3384ba3ef521c5242ad98500091fcf46d38fc9bd350ece658b7a6cb8dd4cIndexed text · page 46
Show all pages1240815-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 38 Pond 5: Pipes Hydrograph i Inflow B Outow f Inflow Area=0.360 ac | [Bose Peak Elev=414.09" Storage=641 cf Flow (cfs) —<g Li Time (hours) LMM LLL 0 p ianiaanaaascag 0 2 4 6 B 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 7072 45
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