Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jul 30, 2024

Revised Stormwater Management Report

Preserved file SHA-25669ec9df8b1f4567abd2a92749a074a179a57821dd07f0cd16dd61242156a3c29

Indexed text · page 290

Show all pages
Page 290

POA 2 proposed 2024-05-12 HydroCad - Proposed POA 2 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services Printed 6/29/2024 Page 138 HydroCAD® 10.20-5a s/n 06666 © 2023 HydroCAD Software Solutions LLC Pond 41P: Basin 10 Hydrograph 7.95 cfs Inflow Area=97,058 sf Peak Elev=576.28' Storage=2,690 cf 6.87 cfs 8 7 Inflow Outflow Discarded Primary Flow (cfs) 6 5 4.66 cfs 4 3 2.22 cfs 2 1 0 0 5 10 15 20 25 30 35 40 45 Time (hours) 50 55 60 65 70 75 80 Pond 41P: Basin 10 Stage-Discharge Total Discarded Primary 579 Elevation (feet) 578 577 Grate + Grate Exfiltration 576 0 20 40 60 80 100 120 140 Discharge (cfs) 160 180 200 220

File revisions (1)