2W/-e~-. <br />Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.011 cfs <br />Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater . . <br />Facility = 133 cf <br />Total .Overflow Volume= 0 cf <br />Max. Depth of Stormwater in Facility= 1.8 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 = 0.029 cis <br />Peak Facility Overflow Rate= 0.016 cis <br />Total Runoff Volume to Stormwater <br />Facility = 378 cf <br />Total Overflow Volume= 18 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in <br />Filtration Facility Underdrain= 0.007 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Data <br />Peak Flow Rate = 0.016 cfs <br />Total Runoff Volume = 236 cf <br />.Yes Facility Sizing Meets Flow Control Standards? <br />. <br />YES.. Meets Requirement for Post Development offsite flow lessor equal to Pre-Development Flow? <br />=Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Destination-Calculation Results <br />Peak Flow Rate to Stormwater Facility = cfs <br />Peak Facility Overflow Rate= cfs <br />Total Runoff Volume to Stormwater <br />Facility = cf <br />Total Overflow Volume= cf <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 />60T 1/2013-10:56 AM 2 <br />