Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 16, 2024

Drainage Report

Preserved file SHA-25649ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6c

Indexed text · page 418

Show all pages
Page 418

Basin 5 witout exfiltration Proposed basin 5 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 39 Summary for Subcatchment 26S: pre-dev basin 5 Runoff = 18.50 cfs @ 12.19 hrs, Volume= 1.616 af, Depth= 5.04" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.03 hrs NOAA 24-hr D 100-Year Rainfall=8.66" Area (sf) CN Description 167,719 70 Woods, Good, HSG C Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.1 100 0.1200 0.16 Sheet Flow, Woods: Light underbrush n= 0.400 P2= 3.44" 1.4 174 0.1670 2.04 Shallow Concentrated Flow, Woodland Kv= 5.0 fps 11.5 274 Total Subcatchment 26S: pre-dev basin 5 Hydrograph 20 Runoff 18.50 cfs 19 18 NOAA 24-hr D 17 16 100-Year Rainfall=8.66" 15 14 Runoff Area=167,719 sf 13 Runoff Volume=1.616 af 12 Flow (cfs) 11 Runoff Depth=5.04"

Page 418

Runoff Volume=1.616 af 12 Flow (cfs) 11 Runoff Depth=5.04" 10 9 Flow Length=274' 8 7 Tc=11.5 min 6 5 CN=70/0 4 3 2 1 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)

File revisions (1)