Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · Jun 3, 2026

12 2026 02 12 Crestmont CC Stormwater Management Report

Preserved file SHA-256af4b3e068e3e8fd5e13ba0340f7139ca27c9c412a037f50ebc781a156e29509e

Indexed text · page 878

Show all pages
Page 878

Hydrograph Report File: Eagle Rock Proposed (Future).hys Hydrology Studio v 3.0.0.39 10-22-2025 PR-2B Routing Hyd. No. 57 Hydrograph Type = Pond Route Peak Flow = 0.124 cfs Storm Frequency = 2-yr Time to Peak = 93 min Time Interval = 1 min Hydrograph Volume = 1,416 cuft Inflow Hydrograph = 56 - PR-2B Max. Elevation = 553.40 ft Pond Name = PAPS-1 Max. Storage = 1,059 cuft Pond Routing by Storage Indication Method Center of mass detention time = 2.47 hrs Qp = 0.124 cfs 2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 Time (hrs) PR-2B PR-2B Routing

File revisions (1)