Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.018 cfs Peak Facility Overflow Rate= D.D00 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 231 cf Total Overflow Volume= 0 cf <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 />YES Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Flow Control-Calculation Results <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 cf 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 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Develo ment Runoff Data <br />Peak Flow Rate= 0.028 cfs <br />Total Runoff Volume = 412 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 />Destinatlon-Calculation Results" - <br />Peak Flow Rate to Stonnwater 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 />Facility Sizing Meets Destination Standards? <br />Meets Requirement of No Facility Flooding? <br />Meets Requirement for Maximum of 30 hour Drawdown Time? <br />1 4N1212013-10:56 AM <br />