IPoll'ution Reduction-Calculation Results, <br />Peak Flow Rate to Stormwater Facility = 0.015 cis <br />Peak Facility Overflow Rate= 0.000 cis <br />Total Runoff Volume to Stormwater <br />Facility = 193 cf <br />Total. Overflow Volume= 0 cf <br />Max. Depth of Stormwater 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 = 0.043 cis <br />Peak Facility Overflow Rate= 0.012 cis <br />Total Runoff Volume to Stormwater <br />Facility = 551 of <br />Total Overflow Volume= 19 cf <br />Peak Off-Site Flow Rate <br />Max. Depth of Stormwater in Facility a 6.0 in <br />Filtration Facility Underdrain= 0.011 cfs <br />Drawdown Time= 0.2 hours <br />Pro-Development Runoff Data <br />Peak Flow Rate = 0.024 cis <br />Total Runoff Volume = 345 cf <br />Yes Facility Sizing Meets Flow Control Standards? <br />YES Meets Requ <br />rement for Post Development offsite flow less or equal to Pre-Development Flow? <br />i <br />=Meets Requirement for Maximum of 18 Hour Drawdown Time? <br />Destination-Calculation Results <br />Peak Flow Rate to Stormwater Facility = cis <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 />E <br />hours <br />Drawdown Time= <br />Facility Sizing Meets Destination Standards? <br />Meets Requirement of No Facility Flooding? <br />Meets Requirement for Maximum of 30 hour Drawdown Time? <br />5 83111 /2013-10:54AM <br />