IPollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.023 cfs Peak Facility Overflow Rate= 0,000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 285 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 = 0.063 cis Peak Facility Overflow Rate= 0.031 cis <br />Total Runoff Volume to Stormwater <br />Facility = 812 cf Total Overflow Volume= 39 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in Filtration Facility Underdrain= 0.015 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Develoomeg Runoff Data <br />Peak Flow Rate A 0.035 cfs <br />Total Runoff Volume = 509 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 />Pestination-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0 cfs Peak Facility Overflow Rate= cfs <br />Total 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 />14 U/2013-10:56 AM <br />