n/-~ <br />(Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stonnwater Facility = 0.012 cfs Peak Facility'Overflow Rate= 0.000 cis <br />Total Runoff Volume to Stormwate <br />Facility = 156 cf Total Overflow Volume= 0 cf <br />Max. Depth of Stonnwater 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 = 0.034 cfs Peak Facility Overflow Rate= 0.014 Cfs <br />Total Runoff Volume to Stormwater <br />Facility = 446 cf Total Overflow Volume= 19 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in Filtration Facility Underdrain= 0.009 cfs <br />Drawdown Time= 0.2 hou s <br />Pre-Development Runoff Data <br />Peak Flow Rate = 0.019 cfs <br />Total Runoff Volume = 279 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 = 0 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 />DrawdownTime= hours <br />Facility Sizing Meets Destination Standards? <br />_ Requirement of No Facility Flooding? <br />Requirement for Maximum of 30 hour Drawdown Time? <br />1 4~1§12013-10:57 AM <br />