IPollution Reduction-Calculation Results <br />Peak Flow Rate to Stormwater Facility = 0.015 is <br />Peak Facility Overflow Rate= OA00 cis <br />Total Runoff Volume to Stormwater <br />Facility= 189 of <br />Total Overflow Volume= 0 cf <br />Max. Depth of Stormwater in Facility= 1.4 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 />how Control-Calculation Results. <br />Peak Flow Rate to Stormwater Facility = 0.042 cis <br />Peak Facility Overflow Rate= 0.011 cfs <br />Total Runoff Volume to Stormwater <br />-3, <br />Facility = 538 cf - <br />Total Overflow Volume= 18 cf <br />Peak Off Site Flow Rate <br />Max. Depth of Stormwater in Facility= 8.0 in <br />Filtration Facility Underdrain= 0.011 cfs <br />Drawdown Time= 0.2 hours <br />Pre-Development Runoff Data <br />^ Peak Flow Rate= 0.023 cfs <br />Total Runoff Volume = 337 cf <br />Yes Facility Sizing Meets Flow Control Standards? <br />YE$ Meets Requirement for Post Development offsite flow lessor 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 = cis, <br />Peak Facility Overflow Rate= cfs <br />Total Runoff Volume to Stormwater <br />M <br />Facility = cf <br />Total Overflow Volume= <br />cf <br />~ffll In <br />Max. Depth of Stonmwater in Facility= <br />Drawdown Tlme= 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 />`J obi/2013-10:54 AM <br />