Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 30, 2024

Revised Stormwater Management Report

Preserved file SHA-25669ec9df8b1f4567abd2a92749a074a179a57821dd07f0cd16dd61242156a3c29

Indexed text · page 162

Show all pages
Page 162

POA 2 proposed 2024-05-12 HydroCad - Proposed POA 2 NOAA 24-hr D 2-Year Rainfall=3.44" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 10 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 25S: Basin 2 - Perv Time Precip. Excess (hours) (inches) (inches) 0.00 0.00 0.00 0.80 0.03 0.00 1.60 0.06 0.00 2.40 0.10 0.00 3.20 0.14 0.00 4.00 0.18 0.00 4.80 0.22 0.00 5.60 0.27 0.00 6.40 0.32 0.00 7.20 0.38 0.00 8.00 0.45 0.00 8.80 0.52 0.00 9.60 0.62 0.00 10.40 0.75 0.01 11.20 0.96 0.05 12.00 1.65 0.30 12.80 2.48 0.77 13.60 2.69 0.91 14.40 2.82 1.00 15.20 2.92 1.07 16.00 2.99 1.12 16.80 3.06 1.17 17.60 3.12 1.22 18.40 3.17 1.25 19.20 3.22 1.29 20.00 3.26 1.32 20.80 3.30 1.35 21.60 3.34 1.38 22.40 3.38 1.40 23.20 3.41 1.43 24.00 3.44 1.45 24.80 3.44 1.45 25.60 3.44 1.45 26.40 3.44 1.45 27.20 3.44 1.45 28.00 3.44 1.45 28.80 3.44 1.45 29.60 3.44 1.45 30.40 3.44 1.45 31.20 3.44 1.45 32.00 3.44 1.45 32.80 3.44 1.45 33.60 3.44 1.45 34.40 3.44 1.45 35.20 3.44 1.45 36.00 3.44 1.45 36.80 3.44 1.45 37.60 3.44 1.45 38.40 3.44 1.45 39.20 3.44 1.45 40.00 3.44 1.45 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 0.01 0.03 0.12 0.97 0.51 0.26 0.19 0.14 0.12 0.11 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.06 0.05 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)

Page 162

19 0.14 0.12 0.11 0.09 0.08 0.08 0.07 0.07 0.06 0.06 0.06 0.05 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) 40.80 3.44 1.45 41.60 3.44 1.45 42.40 3.44 1.45 43.20 3.44 1.45 44.00 3.44 1.45 44.80 3.44 1.45 45.60 3.44 1.45 46.40 3.44 1.45 47.20 3.44 1.45 48.00 3.44 1.45 48.80 3.44 1.45 49.60 3.44 1.45 50.40 3.44 1.45 51.20 3.44 1.45 52.00 3.44 1.45 52.80 3.44 1.45 53.60 3.44 1.45 54.40 3.44 1.45 55.20 3.44 1.45 56.00 3.44 1.45 56.80 3.44 1.45 57.60 3.44 1.45 58.40 3.44 1.45 59.20 3.44 1.45 60.00 3.44 1.45 60.80 3.44 1.45 61.60 3.44 1.45 62.40 3.44 1.45 63.20 3.44 1.45 64.00 3.44 1.45 64.80 3.44 1.45 65.60 3.44 1.45 66.40 3.44 1.45 67.20 3.44 1.45 68.00 3.44 1.45 68.80 3.44 1.45 69.60 3.44 1.45 70.40 3.44 1.45 71.20 3.44 1.45 72.00 3.44 1.45 72.80 3.44 1.45 73.60 3.44 1.45 74.40 3.44 1.45 75.20 3.44 1.45 76.00 3.44 1.45 76.80 3.44 1.45 77.60 3.44 1.45 78.40 3.44 1.45 79.20 3.44 1.45 80.00 3.44 1.45 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 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 0.00 0.00

File revisions (1)