Pollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.018 cfs <br />Peak Facility Overflow Rate= 0.000 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 229 cf <br />Total Overflow Volume= 0 Cf <br />Max. Depth of Stormwater in Facility= 1.7 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 = 0.050 cfs' <br />Peak Facility Overflow Rate= 0.026 cfs <br />Total Runoff Volume to Stormwater <br />Facility = 652 cf <br />Total Overflow Volume= 31 Cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility= 6.0 in <br />Filtration Facility Underdraln= 0.013 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Data <br />Peak Flow Rate = 0.028 cfs <br />Total Runoff Volume = 408 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 Overflow Rate= cfs <br />Total Runoff Volume to Stormwater <br />Facility = cf <br />Total Overflow Volume= cf <br />Max. Depth of Stormwater in Facility= in <br />Drawdown Time= hours <br />SIMIFacilit Sizing Meets Destination Standards? <br />~ Requirement of No Facility Flooding? <br />_ <br />t; Requirement for Maximum of 30 hour Drawdown Time? <br />6 OV 1/2013-10:56 AM <br />