t y~3z.. <br />Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.017 cfs Peak Facility Overflow Rate= 0,000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 208 cf Total Overflow Volume- 0 cf <br />Max. Depth of Stormwater in Facility= 1.6 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 = 0.046 cfs Peak Facility Overflow Rate= 0.025 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 594 cf Total Overflow Volume= 30 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in Filtration Facility Underdrain= 0.011 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Da a <br />Peak Flow Rate= 0.025 cfs <br />Total Runoff Volume = 372 cf <br />Yes Facility Sizing Meets Flow Control Standards? <br />i HMeets 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 esults <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= 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 />143,q/20, 3-10:55 AM <br />