6900 WETMORE AVE MADISON COMMUNITY CHURCH 2018-01-01 MF Import

Existing Bypass Basin Event Summary: BasinlD Peak Q Peak T ------ (cfs) (hrs) Existing Bypass 0.02 8.00 Eristing Bypass 0.03 8.00 Ezisting B�pass 0.06 8.00 Drainage Area: Existing Bypass Hyd Methon. SilUH Hyd Peak Factor: 484.00 Storm Dur: 24.00 hrs Area CN Pervious 0.1300 ac 87.38 Impervious 0.0000 ac 98.00 Totai 0.1300 ac Supporting Data: Pervious CN Data: Gravel 89.00 Grass 86.00 Pervious TC Data: Flow type: Description: Sheet 5 minute minimum Developed Bypass Basin Event Sumrnary: BasinlD Peak Q Peak T ------- (cis) (hrs) Developed Bypass 0.04 8.00 Developed Bypass 0.07 B.00 Developed Bypass 0.10 8.00 Peak Vol Area (ac-fl? ac 0.0064 0.13 0.0122 0.13 0.0216 0.13 Drainage Area:Developed Bypass Hyd Method: SBUH Hyd Peak Factor: 484.00 Storm Dur: 24.00 hrs Area CN Pervious 0.0000 ac 86.00 Impervious 0.1300 ac 98.00 "folal 0.1300 ac Supporting Data: impervious CN fJata: I�avemenVSidewalk 98.00 Impervious TC Data: Fluw type: Description: Sheet 5 minule minimum Method Rainrype Event ILoss SBUH/SCS TYPE7A 2 yr SBUHISCS TYPE7A 10yr SBUHISCS TYPEIA 100yr Loss Method: SCS CN Number SCS Abs: 0.20 Intv: 10.00 min TC 0.08 hrs 0.00 hrs 0.0600 ac 0.0700 ac Length: Slope: Coeff: Travel Time 27.50 ft 2.00% 0.1500 5.01 min Peak Vol Area Melhod Raintype (ac-ft) ac ILoss 0.0744 0.13 SBUHISCS TYPEIA 0.0219 0.13 SBUHISCS TYPEIA 0.0327 0.13 SBUHISCS TYPEtA Loss Method: SCS CN Number SCS Abs: 0.20 Intv: 10.00 min TC 0.00 hrs 0.08 hrs 0.1300 ac Lengih: Slope: CoeH: 27.50 ft 2.00% 0.1500 Event 2 yr 10 yr 100 yr Travel Time 5.01 min