Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Dec 18, 2025

251203_42 ERW_Stormwater Report

Preserved file SHA-25667175cb2f3756fe888e009234701a4adac3e9c1456a51d2343547cb82e5fd763

Indexed text · page 14

Show all pages
Page 14

250903_42 ERW Waystone - Future Rainfall NOAA 24-hr D 2-Year Rainfall=4.09" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment EDA-1 (IMPERV): Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 1.00 0.05 0.00 2.00 0.10 0.01 3.00 0.15 0.04 4.00 0.21 0.08 5.00 0.28 0.13 6.00 0.35 0.19 7.00 0.43 0.26 8.00 0.53 0.35 9.00 0.65 0.46 10.00 0.81 0.61 11.00 1.06 0.85 12.00 1.96 1.73 13.00 3.03 2.79 14.00 3.28 3.05 15.00 3.44 3.21 16.00 3.56 3.33 17.00 3.66 3.43 18.00 3.74 3.51 19.00 3.81 3.58 20.00 3.88 3.64 21.00 3.94 3.70 22.00 3.99 3.76 23.00 4.04 3.81 24.00 4.09 3.85 25.00 4.09 3.85 26.00 4.09 3.85 27.00 4.09 3.85 28.00 4.09 3.85 29.00 4.09 3.85 30.00 4.09 3.85 31.00 4.09 3.85 32.00 4.09 3.85 33.00 4.09 3.85 34.00 4.09 3.85 35.00 4.09 3.85 36.00 4.09 3.85 37.00 4.09 3.85 38.00 4.09 3.85 39.00 4.09 3.85 40.00 4.09 3.85 41.00 4.09 3.85 42.00 4.09 3.85 43.00 4.09 3.85 44.00 4.09 3.85 45.00 4.09 3.85 46.00 4.09 3.85 47.00 4.09 3.85 48.00 4.09 3.85 49.00 4.09 3.85 50.00 4.09 3.85 51.00 4.09 3.85 Runoff (cfs) 0.00 0.00 0.01 0.01 0.01 0.02 0.02 0.03 0.03 0.04 0.06 0.11 0.82 0.12 0.06 0.04 0.04 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Time Precip. Excess (hours) (inches) (inches) 52.00 4.09 3.85 53.00 4.09 3.85 54.00 4.09 3.85 55.00 4.09 3.85 56.00 4.09 3.85 57.00 4.09 3.85 58.00 4.09 3.85 59.00 4.09 3.85 60.00 4.09 3.85 61.00 4.09 3.85 62.00 4.09 3.85 63.00 4.09 3.85 64.00 4.09 3.85 65.00 4.09 3.85 66.00 4.09 3.85 67.00 4.09 3.85 68.00 4.09 3.85 69.00 4.09 3.85 70.00 4.09 3.85 71.00 4.09 3.85 72.00 4.09 3.85 Runoff (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Printed 11/25/2025 Page 6

File revisions (1)