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I <br /> Intermec/Kenilworth Hills Stormwater Analysis Everett, WA <br /> Step 6: Route the hydrograph generated in Step 5 through Intermec Pond 2. <br /> IStart of live storage: 471.9600 ft <br /> Event 'Match Q (cfs) Peak Q (cfs) Peak Stg (ft) Vol (cf) !Vol (acft) ,Time to Empty <br /> I125 YEAR. N/A 0.1772 474.6262 45547.85 1.0456 262.17 <br /> I Lil <br /> I <br /> I <br /> I <br /> ISummary Report of all Detention Pond Data <br /> • ; Event 1Precip (in), <br /> 1 25 YEAR j0.9000 <br /> I , <br /> , I Peak Q Peak T ' Peak Vol (ac- Area . <br /> !BasinID 1 Event 'Method/Loss 1Ramtype <br /> (cfs) (hrs) 1 cf) (ac) <br /> ,INT-DN i 25 <br /> YEAR <br /> 3.3968 0.83 I 0.4374 16.00 I SBUH/SCS , 1hr <br /> 1 <br /> Record Id: INT-DN <br /> I Design Method , SBUH :Rainfall type , <br /> 1 hr ; <br /> Hyd Intv 10.00 min Peaking Factor 484.00 <br /> I , <br /> , Abstraction Coeff 0.20 <br /> Pervious Area (AMC 2) 16.00 ac 'DCIA ' 0.00 ac <br /> I1Pervious CN 93.59 DC CN 0.00 <br /> 'Pervious TC 63.00 min DC TC 0.00 min <br /> I <br /> I <br /> IPACLAND Job# 50175001 Page 16 <br />