forebay is provided for the surface SSIB's to provide water quality and TSS removal in accordance with adopted regulations. The overall system will maintain peak discharge rates to less than those required by State adopted Stormwater Management criteria. The following is a summary of the runoff from the site:
| Storm Event | Exist Peak Discharge from Site (CFS) | Allowable Peak Discharge (CFS) |
|---|---|---|
| 2 year | 1.43 | 0.71 |
| 10 year | 2.32 | 1.74 |
| 100 year | 5.23 | 4.18 |
Post-developed run-off rates are tabulated as follows:
| Storm Event | Allowable Permissible Peak Discharge (CFS) | Post-Developed Discharge (CFS) | Status |
|---|---|---|---|
| 2 year | 0.71 | 0.24 | Complies |
| 10 year | 1.74 | 0.95 | Complies |
| 100 year | 4.18 | 3.71 | Complies |