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

Table 8 – POA-1 Allowable Peak Discharges (Future) Design Storm Existing Peak Allowable Peak Event Discharge (CFS) Discharge (CFS) 2-Year 16.83 15.52 10-Year 29.21 27.85 100-Year 58.39 56.05 Note: Total Allowable Peak Discharges are calculated by hydraulically adding runoff hydrographs and may not reflect the direct addition of peak discharge rates. Refer to the hydrograph report calculations in Appendix A. • Point of Analysis 2 (POA-2): The proposed redevelopment within this watershed results in peak runoff rates increasing in the proposed condition, and quantity control BMPs are required to be implemented. Therefore, it shall be demonstrated in accordance with N.J.A.C. 7:8-5.6.(b).3 that the post-construction peak runoff rates for both the current and future 2-, 10-, and 100-year design storm events are 50, 75, and 80%, respectively, of the pre-construction runoff rates for the disturbed portions of the overall watershed. Table 9 – POA-2 Allowable Peak Discharges (Current) Design Storm Existing Peak Allowable Peak Event Discharge (CFS) Discharge (CFS) 2-Year 9.63 7.23 10-Year 17.05 14.95 100-Year 32.74 29.56 Note: Total Allowable Peak Discharges are calculated by hydraulically adding runoff hydrographs and may not reflect the direct addition of peak discharge rates. Refer to the hydrograph report calculations in Appendix A. Table 10 – POA-2 Allowable Peak Discharges (Future) Design Storm Existing Peak Allowable Peak Event Discharge (CFS) Discharge (CFS) 2-Year 11.97 9.00 10-Year 21.02 18.44

Discharge (CFS) 2-Year 11.97 9.00 10-Year 21.02 18.44 100-Year 42.47 38.36 Note: Total Allowable Peak Discharges are calculated by hydraulically adding runoff hydrographs and may not reflect the direct addition of peak discharge rates. Refer to the hydrograph report calculations in Appendix A. 10