(Pollution Reductlon-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.012 cfs <br />Peak Facility Overflow Rate 0,000 oft <br />Total Runoff Volume to Stormwater <br />Facility = 153 cf <br />Total Overflow Volume= 0 cf <br />Max. Depth of Stormwater in Facility= 1.7 in <br />Drawdown Time= 0.2 hours <br />Yes ' Facility Sizing Meets Pollution Reduction Standards? <br />YES Meets Requirement of No Facility Flooding? <br />YE& ets Requirement for Maximum of 18 Hour Drawdown Time? <br />Flow Controi-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.034 cis <br />Peak Facility Overflow Rate= 0.018 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 435 cf <br />Total Overflow Volume= 22 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in <br />Filtration Facllfty Underdrain= 0.008 cis <br />Drawdown Time= 0.2 hours <br />Pre-Develo meet Runoff Data <br />Peak Flow Rate = 0.019 cfs <br />Total Runoff Volume = 272 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 />" YES. Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Destination-Calculation Results <br />Peak Flow Rate to Storniwater Facility = cfs <br />Peak Facility Overflow cfs <br />Total Runoff Volume to Stormwater <br />Facility = cf <br />Total Overflow VoE cf <br />Max. Depth of Stormwater in Facility= In <br />Drawdown Time= hours <br />Facility Sizing Meets Destination Standards? <br />Requirement of No Facility Flooding? <br />Requirement for Maximum of 30 hour Drawdown Time? <br />5 99 112013-10:55 AM <br />