~~13z <br />(Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.012 cfs Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 154 f 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 />YES Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />]Flow Control-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.034 cfs Peak Facility Overflow Rate= 0.014 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 439 f Total Overflow Volume= 18 cf <br />Peak Of -Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in Filtration Facility Underdrain= 0.009 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Data <br />Peak Flow Rate = 0.019 cfs <br />Total Runoff Volume = 275 cf <br />Yes Facility Sizing Meets Flow Control Standards? <br />YES 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 Rate= cfs <br />Total Runoff Volume to Stormwater <br />Facility = cf Total Overflow Volume- cf <br />Max. Depth of Stormwater In Facility= in <br />Drawdown Time= hours <br />EM Facility Sizing Meets Destination Standards? <br />Requirement of No Facility Flooding? <br />Requirement for Maximum of 30 hour Drawdown Time? <br />14 31612013-10.56 AM <br />