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Infiltration and water quality trench sizing for rain garden 2• <br />Building Lot = 2,200 SF <br />Driveway = 1,373 SF <br />Total area included in the analysis = 3,573 SF = 0.08 Acres <br />Infiltration rate =1 in/hr <br />Tc = 6 minutes <br />Appended on: 10:11:49 Thursday, June 04, 2009 <br />LPOOLCOMPUTE [Levelpool 2] SUMMARY using Puls <br />Start_of live storage: 578.0000 ft <br />_ Event Match Q (cfs)5 Peak Q (cfs) Peak Stg (ft) Vol (cf)j Vol (acf )) LT to Empty; <br />6-month; .0055 778.18 44 39.47 0.0009 27.50 <br />100 year! - 0.0000 0.0099 - j 578.9951 300.03 0.0069 _36.67_ <br />Running R:\\Jobs\\08-0475 4th Ave SP\\Stormshed\\Levelpool 2 Report pgm on <br />Thursdav, June 04, 2009 <br />Summary Report of all Detention Pond Data <br />Event Precip <br />6-month a 0�9900 <br />2 year ! 1.5500 <br />10 year ! 2.2500 <br />100 veari 3.2500 <br />BASLIST2 <br />[Developed 2] Using [TYPEIA] As [6-month] <br />[Developed 21 Using [TYPEIA] As [100 year] <br />LSTEND <br />BASLIST [TYPEIA] AS [6-monthl DETAILED <br />[Developed 2] <br />LSTEND <br />ord Id: Developed 2 <br />rn Method SBUH ;Rainfall type TYPEIA <br />Inty 10_.00 min dPeaking Factor _ 4 484.00 <br />?} Abstraction Coeff <br />ious Area (AMC 2) 0.00 ac :. DCIA <br />0.08 ac <br />ious CN 0.00 DC CN <br />98.00 <br />ions TC F 0.00 min DC TC <br />6.00 min <br />