48 001 STORMWATER REPORT 20240823 Sealed

The peak discharge and runoff volume calculated from the existing drainage area is as indicated in Table No. 1. Drainage Area Combined, CN=84.8 Table No. 1 Summary of Pre-Development Condition (See Exhibit 1 for Stormwater Modeling Report) Peak Discharge (cfs) Runoff Volume (cu ft) Area 1010010100(ac) 2-Year 2-Year Year Year Year Year 0.274 0.637 1.156 2.183 1,963 3,615 7,023