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Supporting Documentation · Aug 15, 2024

J_2024 05 09_West Orange Stormwater Management Plan

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Post-Developed (25-Year) West Orange HydroCAD_Post NOAA 24-hr D 25-Year Rainfall=6.44", P2=3.42" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Hydrograph for Pond 1P: BR-01 Time (hours) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 14.50 15.00 15.50 16.00 16.50 17.00 17.50 18.00 18.50 19.00 19.50 20.00 20.50 21.00 21.50 22.00 22.50 23.00 23.50 24.00 Inflow (cfs) 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.07 0.10 0.12 0.18 0.30 0.79 1.16 0.42 0.26 0.18 0.15 0.13 0.10 0.10 0.09 0.08 0.07 0.07 0.06 0.06 0.06 0.05 0.05 0.05 0.05 0.05 0.05 0.04 0.04 0.04 Storage Elevation (cubic-feet) (feet) 0 596.00 0 596.00 0 596.00 4 596.01 10 596.01 17 596.02 25 596.03 31 596.04 37 596.05 41 596.06 47 596.07 54 596.08 62 596.09 70 596.10 81 596.11 93 596.13 107 596.15 121 596.17 137 596.19 159 596.22 199 596.27 258 596.36 352 596.49 558 596.78 1,101 597.56 3,390 600.31 3,894 600.60 3,758 600.52 3,520 600.38 3,214 600.21 2,872 600.02 2,499 599.80 2,121 599.59 1,756 598.95 1,449 598.15 1,194 597.70 968 597.37 770 597.08 603 596.85 470 596.66 366 596.51 289 596.40 233 596.32 195 596.27 169 596.23 151 596.21 139 596.19 130 596.18 124 596.17 Primary (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.05 0.06 0.07 0.08 0.10 0.14 0.20 0.34 0.44 0.35 0.34 0.33 0.32 0.32 0.31 0.28 0.23 0.21 0.18 0.16 0.14 0.12 0.10 0.09 0.08 0.07 0.06 0.05 0.05 0.05 0.04 Printed 5/13/2024 Page 41

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