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 426

Show all pages
Page 426

POA-2 NOAA 24-hr D 10-Year Rainfall=5.22" 2024-05-12 HydroCad - Proposed POA 2B-1 Printed 10/25/2024 Page 164 Prepared by Anderson Consulting Services HydroCAD® 10.20-5c s/n 06666 © 2023 HydroCAD Software Solutions LLC Pond 21P: Basin 3 Hydrograph 1.65 cfs Inflow Area=21,910 sf Peak Elev=559.09' Storage=183 cf 1.21 cfs Inflow Outflow Discarded Primary Flow (cfs) 1.21 cfs 1 0.00 cfs 0 0 5 10 15 20 25 30 35 40 45 Time (hours) 50 55 60 65 70 75 80 Pond 21P: Basin 3 Stage-Discharge Total Discarded Primary Elevation (feet) 561 560 Sharp-Crested Rectangular Weir Exfiltration 559 0 5 10 15 20 Discharge (cfs) 25 30

File revisions (1)