Pollution Reduction-Calculation Results. <br />Peak Flow Rate to Stormwater Facility = 0.007 cfs <br />Peak Facility Over low Rate= 0.000 oft <br />Total Runof Volume to Stormwater <br />Facility = 91 cf <br />Total Overflow Volume= 0 cf <br />Max. Depth of Stormwater In Facility= 1.9 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 = 0.020 cfs <br />Peak Facility Over low Rate= 0.004 cis <br />Total Runof Volume to Stormwater <br />Facility = 259 cf <br />Total Over low Volume= 6 c <br />Peak Of Site Flow Rate <br />Max. Depth of Stormwater In Facility= 6.0 in <br />Filtration Facility Underdraln= 0.006 c s <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Data <br />Peak Flow Rate = 0.011 cfs <br />Total Runo f Volume = 163 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 />Destination-Calculation Results <br />Peak Flow Rate to Stormwater Facility = cfs <br />Peak Facility Over low Rate= cfs <br />Total Runof Volume to Stormwater <br />Facility = of <br />Total Overflow Volume= cf <br />Max. Depth of Stormwater In Facillty= in <br />Drawdown lime= 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 />5gig112013-10:55 AM <br />