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

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A-D Hyd. No. 37 Hydrograph Type = Junction Peak Flow = 6.898 cfs Storm Frequency = 25-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 22,551 cuft Inflow Hydrographs = 35, 36 Total Contrib. Area = 1.22 ac Qp = 6.898 cfs 7 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 Open Space D PR-2A-D Impervious PR-2A-D

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A-D Open Space D Hyd. No. 35 Hydrograph Type = NRCS Runoff Peak Flow = 6.309 cfs Storm Frequency = 100-yr Time to Peak = 12.12 hrs Time Interval = 1 min Runoff Volume = 20,352 cuft Drainage Area = 0.8 ac Curve Number = 80.00 Tc Method = User Time of Conc. (Tc) = 6.0 min Total Rainfall = 9.24 in Design Storm = NOAA-D Storm Duration = 24 hrs Shape Factor = 484 Qp = 6.309 cfs 7 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)

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A-D Impervious Hyd. No. 36 Hydrograph Type = NRCS Runoff Peak Flow = 3.823 cfs Storm Frequency = 100-yr Time to Peak = 12.10 hrs Time Interval = 1 min Runoff Volume = 12,863 cuft Drainage Area = 0.42 ac Curve Number = 98.00 Tc Method = User Time of Conc. (Tc) = 2.0 min Total Rainfall = 9.24 in Design Storm = NOAA-D Storm Duration = 24 hrs Shape Factor = 484 Qp = 3.823 cfs 4 3 Q (cfs) 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)

Hydrograph Report File: Eagle Rock Proposed (Current).hys Hydrology Studio v 3.0.0.39 10-21-2025 PR-2A-D Hyd. No. 37 Hydrograph Type = Junction Peak Flow = 10.02 cfs Storm Frequency = 100-yr Time to Peak = 12.10 hrs Time Interval = 1 min Hydrograph Volume = 33,216 cuft Inflow Hydrographs = 35, 36 Total Contrib. Area = 1.22 ac Qp = 10.02 cfs 11 10 9 8 7 6 Q (cfs) 5 4 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 Open Space D PR-2A-D Impervious PR-2A-D

PR-2A-UNDISTURBED WATERSHED

Project: Eagle Rock Avenue By: TEG Date: 10/21/2025 Location: West Orange, NJ Checked By: MJV Date Checked: 10/21/2025 Circle One: Present Developed Current Proposed Watershed PR-2A-U Impervious Circle One: Tc Tt through subarea Include a map, schematic, or description of flow segments. Sheet Flow (Applicable to Tc Only) Segment ID 1 Smooth Surfaces 1. Surface Description (NEH table 15-1) 2. Manning's Roughness Coeff., n (NEH table 15-1) 0.011 3. Flow Length, L (total L < 100 ft) ft 100 4. Two-year 24-hr rainfall, P2 in 3.46 5. Land Slope, s ft/ft 0.040 6. Compute Tt 0.007 (nL)0.8 hr 0.015 + + Tt = P20.5s0.4 Sheet Flow Sub-Total 0.015 hours Shallow Concentrated Flow Segment ID 2 3 Pavement Pavement 7. Surface Description 8. Flow Length, L ft 166 276 9. Watercourse Slope, s ft/ft 0.050 0.080 10. Average Velocity, V (NEH table 15-3) ft/s 4.56 5.74 11. Compute Tt L hr 0.010 + 0.013 + Tt =

5.74 11. Compute Tt L hr 0.010 + 0.013 + Tt = 3600 V Shallow Conc. Flow Sub-Total 0.023 hours Channel Flow Segment ID 4 5 6 12. Flow Length, L ft 49 34 18 13. Cross Sectional flow area, a ft2 0.61 0.61 0.61 14. Wetted Perimeter, Pw ft 2.00 2.00 2.00 15. Hydraulic Radius, r r = a / Pw ft 0.31 0.31 0.31 16. Channel Slope, s ft/ft 0.071 0.005 0.035 17. Manning's Roughness Coeff., n 0.012 0.012 0.012 18. Velocity, V V = (1.49 r2/3 s1/2 ) / n ft/s 15.01 3.98 10.53 19. Compute Tt L hr 0.001 + 0.002 + 0.000 Tt = 3600 V Channel Flow Sub-Total 0.004 hours Watershed or subarea Tc or Tt Total Tc (hours) = 0.042 hours (Add Sub-Total Tt from prior steps) Total Tc (minutes) = 3 minutes \\langan.com\data\PAR\data8\101049801\Project Data\_Discipline\Site

r steps) Total Tc (minutes) = 3 minutes \\langan.com\data\PAR\data8\101049801\Project Data\_Discipline\Site Civil\Stormwater\Time of Concentration Calcs\Proposed Tc Calcs\Current Proposed TCs\Current Proposed TC PR-2A-U Impervious v1.2

Project: Eagle Rock Avenue By: TEG Date: 10/21/2025 Location: West Orange, NJ Checked By: MJV Date Checked: 10/21/2025 Circle One: Present Developed Current Proposed Watershed PR-2A-U Pervious Circle One: Tc Tt through subarea Include a map, schematic, or description of flow segments. Sheet Flow (Applicable to Tc Only) Segment ID 1 Woods Dense 1. Surface Description (NEH table 15-1) Underbrush 2. Manning's Roughness Coeff., n (NEH table 15-1) 0.40 3. Flow Length, L (total L < 100 ft) ft 100 4. Two-year 24-hr rainfall, P2 in 3.46 5. Land Slope, s ft/ft 0.053 6. Compute Tt 0.007 (nL)0.8 hr 0.234 + + Tt = P20.5s0.4 Sheet Flow Sub-Total 0.234 hours Shallow Concentrated Flow Segment ID 2 3 4 Grassed Grassed Woodlands 7. Surface Description Waterways Waterways 8. Flow Length, L ft 32 162 24 9.

Waterways 8. Flow Length, L ft 32 162 24 9. Watercourse Slope, s ft/ft 0.051 0.051 0.292 10. Average Velocity, V (NEH table 15-3) ft/s 3.65 1.13 8.71 11. Compute Tt L hr 0.002 + 0.040 + 0.001 Tt = 3600 V Shallow Conc. Flow Sub-Total 0.043 hours Channel Flow Segment ID 12. Flow Length, L ft 13. Cross Sectional flow area, a ft2 14. Wetted Perimeter, Pw ft 15. Hydraulic Radius, r r = a / Pw ft 16. Channel Slope, s ft/ft 17. Manning's Roughness Coeff., n 18. Velocity, V V = (1.49 r2/3 s1/2 ) / n ft/s 19. Compute Tt L hr + + Tt = 3600 V Channel Flow Sub-Total 0.000 hours Watershed or subarea Tc or Tt Total Tc (hours) = 0.277 hours (Add Sub-Total Tt from prior steps) Total Tc (minutes) = 17 minutes \\langan.com\data\PAR\data8\101049801\Project Data\_Discipline\Site Civil\Stormwater\Time of Concentration Calcs\Proposed Tc Calcs\Current Proposed