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III <br /> Intermec/Kenilworth Hills Stormwater Analysis Everett,WA <br /> I <br /> Pervious CN Calc <br /> Description SubArea Sub cn r <br /> Residential districts - 1/4 acre I 4.90 ac 87.00111 <br /> Pervious Composited CN (AMC 2) 87.00 , <br /> I ;j Pervious TC Calc <br /> Type Description i Length Slope i Coeff j Misc ' TT <br /> Fixed 11000 min �i <br /> Pervious TC 10.00 min <br /> j HydID !Peak Q (cfs) Peak T (hrs)!Peak Vol (ac-ft)!Cont Area (ac)i <br /> Kenilworth Inflow 1 1.1111 0.83 1.9897 1 41.4000 <br /> 'Kenilworth Outflow: 0.1992 1.33 1.9896 ' 41.4000 1 <br /> Record Id: KEN 1-PND <br /> I Descrip: 1Prototype Record [increment 0.10 ft <br /> !Start El. 336.0000 ft ,Max EI l338.5000 ft <br /> j Stage Area <br /> Stage (ft) Area (sf) 1 <br /> 336.00 1500.0000 <br /> I <br /> 338.50 3150 0000I <br /> • Record Id: MO-KEN <br /> Descrip: ;Prototype Structure Ilncrement 10.10 ft <br /> Start El. 336.0000 ft rMax El. 338.5000 ft <br /> Orif Coeff '0.62 !Lowest Orif El 336.00 <br /> ;Lowest Diam '2.6900 in Dist to next 2.5000 ft <br /> 1D2 18.0000 in Dist to next 0.0000 ft <br /> I <br /> I <br /> I <br /> PACLAND Job# 50175001 Page 20 <br />