Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Aug 15, 2024

J_2024 05 09_West Orange Stormwater Management Plan

Preserved file SHA-256c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5e

Indexed text · page 267

Show all pages
Page 267

Post-Developed (O-AquaShield) West Orange HydroCAD_Post NOAA 24-hr D 100-Year_Future Rainfall=11.58", P2=4.07" Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Hydrograph for Pond 4P: AquaShield 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 Elevation (cfs) (feet) 0.00 0.00 0.03 0.05 0.06 0.07 0.08 0.11 0.13 0.15 0.17 0.20 0.22 0.26 0.31 0.36 0.42 0.48 0.54 0.68 0.86 1.05 1.55 2.56 7.47 7.34 2.86 1.78 1.29 1.09 0.89 0.75 0.70 0.64 0.59 0.53 0.47 0.44 0.42 0.41 0.39 0.38 0.37 0.35 0.34 0.32 0.31 0.30 0.28 Primary (cfs) 0.00 0.00 0.03 0.05 0.06 0.07 0.08 0.11 0.13 0.15 0.17 0.20 0.22 0.26 0.31 0.36 0.42 0.48 0.54 0.68 0.86 1.05 1.55 2.56 7.47 7.34 2.86 1.78 1.29 1.09 0.89 0.75 0.70 0.64 0.59 0.53 0.47 0.44 0.42 0.41 0.39 0.38 0.37 0.35 0.34 0.32 0.31 0.30 0.28 Printed 5/13/2024 Page 61

File revisions (1)