Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Nov 10, 2024

complete drainage report rev 9

Preserved file SHA-2560e69db2cf67e6dbdea5b757902b09270a6560667c8ebecd3dc74327e4422cf0d

Indexed text · page 308

Show all pages
Page 308

POA-2 2024-05-12 HydroCad - Proposed POA 2B-1 NOAA 24-hr D 2-Year Rainfall=3.44" Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Hydrograph for Subcatchment 46S: Basin 11 - 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 0.00 11.20 0.96 0.03 12.00 1.65 0.25 12.80 2.48 0.68 13.60 2.69 0.81 14.40 2.82 0.90 15.20 2.92 0.96 16.00 2.99 1.01 16.80 3.06 1.06 17.60 3.12 1.10 18.40 3.17 1.13 19.20 3.22 1.16 20.00 3.26 1.19 20.80 3.30 1.22 21.60 3.34 1.25 22.40 3.38 1.28 23.20 3.41 1.30 24.00 3.44 1.32 24.80 3.44 1.32 25.60 3.44 1.32 26.40 3.44 1.32 27.20 3.44 1.32 28.00 3.44 1.32 28.80 3.44 1.32 29.60 3.44 1.32 30.40 3.44 1.32 31.20 3.44 1.32 32.00 3.44 1.32 32.80 3.44 1.32 33.60 3.44 1.32 34.40 3.44 1.32 35.20 3.44 1.32 36.00 3.44 1.32 36.80 3.44 1.32 37.60 3.44 1.32 38.40 3.44 1.32 39.20 3.44 1.32 40.00 3.44 1.32 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 0.01 0.03 0.28 0.14 0.07 0.05 0.04 0.04 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 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 308

05 0.04 0.04 0.03 0.03 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 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 1.32 41.60 3.44 1.32 42.40 3.44 1.32 43.20 3.44 1.32 44.00 3.44 1.32 44.80 3.44 1.32 45.60 3.44 1.32 46.40 3.44 1.32 47.20 3.44 1.32 48.00 3.44 1.32 48.80 3.44 1.32 49.60 3.44 1.32 50.40 3.44 1.32 51.20 3.44 1.32 52.00 3.44 1.32 52.80 3.44 1.32 53.60 3.44 1.32 54.40 3.44 1.32 55.20 3.44 1.32 56.00 3.44 1.32 56.80 3.44 1.32 57.60 3.44 1.32 58.40 3.44 1.32 59.20 3.44 1.32 60.00 3.44 1.32 60.80 3.44 1.32 61.60 3.44 1.32 62.40 3.44 1.32 63.20 3.44 1.32 64.00 3.44 1.32 64.80 3.44 1.32 65.60 3.44 1.32 66.40 3.44 1.32 67.20 3.44 1.32 68.00 3.44 1.32 68.80 3.44 1.32 69.60 3.44 1.32 70.40 3.44 1.32 71.20 3.44 1.32 72.00 3.44 1.32 72.80 3.44 1.32 73.60 3.44 1.32 74.40 3.44 1.32 75.20 3.44 1.32 76.00 3.44 1.32 76.80 3.44 1.32 77.60 3.44 1.32 78.40 3.44 1.32 79.20 3.44 1.32 80.00 3.44 1.32 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 Printed 10/25/2024 Page 46

File revisions (1)