I R/nom <br />Pollution Reduction-Calculation•Results <br />Peak Flow Rate to Stonnwater Facility = 0.012 cfs <br />Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 156 cf <br />Total Overflow Volume= 0 cf <br />Max, Depth of Stonnwater in Facility= 1.7 in <br />Drawdown Tune= 0.2 hours <br />Yes Facility Sizing Meets Pollution Reduction Standards? <br />YES Meets Requirement of No Facility Flooding? <br />XES • Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />FlowCon4rol-Calculation Results. <br />Peak Flow Rate to Stormwater Facility = 0.034 cfs <br />Peak Facility Overflow Rate= 0.017 cfs <br />Toles Runoff Volume to Stormwater <br />Facility = 446 cf <br />Total Overflow Volume= 20 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in <br />Filtration Facility Underdralm 0:009 cis <br />Drawdown Time= 0.2 hours <br />Pre-Develo mentRunoffData <br />Peak Flow Rate = 0.019 cis <br />Total Runoff Volume = 279 cf <br />Yes Facility Sizing Meets Flow Control Standards? <br />'YES Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow? <br />Its . Meets.Requirement for Maximum of 16 Hour Drawdown Time? <br />DestinatlowCalculation Results <br />Peak Flow Rate to Stormwater Facility = cfs <br />Peak Facility Overflow Rate= cis <br />Total Runoff Volume to Stormwater <br />Facility = cf <br />Total Overflow Vofume= cf <br />Max. Depth of Stormwater in Facility= in <br />Drawdown Time= W hours <br />Facility Sizing Meets Destination Standards? <br />Mnu~m Requirement of No Facility Flooding? <br />ftvft Requirement for Maximum of 30 hour Drawdown Time? <br />5 40112013-10:56 AM <br />