2025 12 19 Stormwater Report Rev 1

Ex. Type Double Type "B" #1-1 0.13 0.99 0.13 6.0 5.80 0.75 14.58 59 2.0% 18" HDPE 17.60 9.96 0.10 "B" Inlet Ex. Type Double "B" Ex. MH 1.98 0.99 1.96 6.0 5.80 11.37 25.95 72 1.2% 24" HDPE 26.92 8.57 0.14 Inlet Residence Inn Offsite Ex. MH 5.60 0.99 5.54 6.0 5.80 32.16 58.11 - - - - - - DA Ex. MH Ex. Type "E" 6.0 5.80 0.00 84.06 70 6.0% 30" RCP 109.14 22.23 0.05 Deerfield Drive Ex. Type "E" 1.00 0.99 0.99 6.0 5.80 5.74 89.80 140 6.0% 30" RCP 109.14 22.23 0.10 System The Residence Inn Offsite Drainage Area drains to an existing underground chamber detention basin. The calculated flow shown here does not account for any reductions in flow due to the storage within the detention basin.