Z~f3-z_ <br />IPollution.Reduction-Calculation Results - . <br />Peak Flow Rate,ta Stormwater.Facility = 0.018 ds Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater <br />Facili y = 231 ct Total Overflow Volume= 0 d <br />Max. Depth of Stormwater in Facility= 1.5 in <br />Drawdown Time= 0.2 hours <br />Yes Facility Sizing Meets Pollution Reduction Standards? <br />YES " Meets Requirement of No Facility Flooding? <br />YI~S : Ilaegtsrement for Maxlrnum of 18 Hour Drawdown Time? <br />Flow Control-Calculation Resnil s <br />Peak Flow Rate to Stormwater Facility = 0.051 cfs Peak Facility Overflow Rate= 0.026 cfs <br />Total Runoff Volume to Stormwater _ <br />Facility = 658 d Total Overflow Volume= 32 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 In Filtration Facility Underdrain= 0.012 cis <br />Drawdown Time= 0,2 hours <br />Pre-Development Runoff Datg. <br />Peak Flow Rate = 0.028 cfs <br />total Runoff Volume = 412 d <br />Yes Facflfty Sizing Meets Flow Control Standards? <br />YES : Meets Requirement for Post Development offsite flow less or equal to Pre-Development Flow? <br />YLS. Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Des ination-Calculation Results: <br />Peak Flow Rate to Stormwater Facility= ds Peak Facility Overflow Rate= cfs <br />To al Runoff Volume to Stormwater <br />Facility = cf Total Overflow Volume= of <br />Max. Depth of Stormwater in Facility= In <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 />6.(}4112013-10:56 ABA 2 <br />