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I <br /> Intermec/Kenilworth Hills Stormwater Analysis Everett,WA <br /> I <br /> 1I Pervious CN Calc 11 <br /> Description il SubArea Sub cn I <br /> � Open spaces, lawns,parks (>75% grass) ' 12.50 ac 86.00 <br /> I ! Impervious surfaces (pavements, roofs, etc) 2.00 ac ! 98.00 ;I <br /> II r Wood/forest land (young 2nd growth/brush) E 6.00 ac 81.00 11 <br /> I Pervious Composited CN (AMC 2) 85 71 <br /> I 1 <br /> 1 Pervious TC Calc 1 <br /> I r Type Description , Length 1 Slope Coeff Misc TT i 1 <br /> IliFixed ,from report 163.00 min <br /> I I, Pervious TC ` 63.00 min , <br /> i <br /> ' <br /> I HydID <br /> Peak Q (cfs),Peak T (hrs) Peak Vol (ac-ft) Cont Area (ac) <br /> 1UP�OUTFLOW( 0.2322 j 3.00 ' 0.1950 I 20.5000 <br /> Record Id: INT-UP-PND <br /> Descrip (Prototype Record Increment 10 10 ft <br /> iStart El [480.7700 ft ,Max El. 1483.9900 ft <br /> r1 Stage Volume <br /> Stage (ft) 1 Volume (cf) <br /> III 1 <br /> 480.77 0.0000 <br /> 483.99 18000.0000 <br /> Record Id MORIFICE2 <br /> ,Descrip: ,Prototype Structure[Increment 10.10 ft <br /> r ;Start El. ;477 1700 ft ;Max El i490 0000 ft' <br /> !Orif Coeff 10.62 ;Lowest Orif El 477.17 <br /> I Lowest Diam 12 0000• in ;Dist to next j6.8200 ft <br /> ,D2 118.0000 in Dist to next 10.0000 ft <br /> I <br /> I <br /> I <br /> I <br /> PACLAND Job# 50175001 Page 14 <br />