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IIntermec/ Kenilworth Hills Stormwater Analysis Everett, WA <br /> Step 9: Route the hydrograph generated in Step 8 through the Kenilworth Hills Pond. <br /> IStart of live storage: 336.0000 ft <br /> Event Match Q (cfs) Peak Q (cfs) Peak Stg (ft) Vol (cf) Vol (acft) Time to Empty <br /> 25 YEAR 1 .1111 0.1992 337.0293 1894.23 0.0435 262.33 <br /> I <br /> I <br /> I <br /> I <br /> ISummary Report of all Detention Pond Data <br /> Event Precip (in) <br /> I25 YEAR 0.9000 <br /> IPeak Q Peak T Peak Vol (ac- Area <br /> Basin!D Event Method/Loss Raintype <br /> (cfs) (hrs) cf) (ac) <br /> 1 KEN1 25 1 .0549 0.83 0.0514 4.90 SBUH/SCS 1 hr <br /> YEAR <br /> I <br /> Record Id: KEN1 <br /> IDesign Method SBUH Rainfall type 1 hr <br /> Hyd Intv 10.00 min Peaking Factor 484.00 <br /> IAbstraction Coeff 0.20 <br /> Pervious Area (AMC 2) 4.90 ac DCIA 0.00 ac <br /> IPervious CN 87.00 DC CN 0.00 <br /> Pervious TC 10.00 min DC TC 0.00 m i n <br /> I <br /> I <br /> PACLAND Job# 50175001 Page 19 <br />