Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jun 3, 2026

2026 02 12 Crestmont CC and Eagle Rock Ave Stormwater Management Report

Preserved file SHA-256b2e79b7061cbbbe57e9837f2fec3a1c0d102ba104a1fd5bfe1ade5107afe3de3

Indexed text · page 405

Show all pages
Page 405

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A Hyd. No. 45 Hydrograph Type = Junction Peak Flow = 5.420 cfs Storm Frequency = 2-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 18,303 cuft Inflow Hydrographs Total Contrib. Area = 0.0 ac Qp = 5.420 cfs 6 5 4 Q (cfs) 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Time (hrs) PR-2A-D PR-2A-U PR-2A

File revisions (1)