l-f-n <br />(Pollution Reduction-Calculation Resullc <br />Peak Flow Rate to Stormwater Facility = 0.032 s Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 408 cf Total Overflow Volume= 0 cf <br />Max. Depth of Stormwater in Facility= 1.3 in <br />Drawdown Time= 0.2 hours <br />Yes Facility Sizing Meets Pollution Reduction Standards? <br />YES' Meets Requirement of No Facility Flooding?' <br />YES, Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />IFlow Controi-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.090 c s. Peak Facility Overflow Rate= 0.046 cis <br />Total Runoff Volume to Stormwater <br />Facility = 1162 cf Total Ove flow Volume= 62 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in Filtration Facility Underdrain= 0.020 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runof Data <br />Peak Flow Rate = 0.050 cfs <br />Total Runoff Volume = 728 cf <br />Yes . Facility Sizing Meets Flow Control Standards? <br />YFS• Meets Requirement for Post Development offsite flow lessor equal to Pre-Development Flow? <br />YES Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Destination-Calculation-Results <br />Peak Flow Rate to Stormwater Facility = cfs Peak Facility Overflow RateW cis <br />Total Runoff Volume to Stormwate <br />Facility = cf Total Overflow Volume= cf <br />Max. Depth of Stormwater In Facility= Min <br />Drawdown Time= hours <br />Facility. Sizing Meets Destination Standards? <br />Meets Requirement of No Facility Flooding? <br />Meets Requirement for Maximum of 30 hour Drawdown Time? <br />5 ~ 112013-10:55 AM <br />