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I <br /> Intermec/Kenilworth Hills Stormwater Analysis Everett, WA <br /> I <br /> I r • .1"44, `'e. _ , Typical view of <br /> ,#-' =- -. 44 , ; a Edgewater Creek <br /> -� bed between <br /> ' -R .. , ' .m,`t Kenilworth Hills <br /> i ' � No. 1 pond and <br /> 4. g confluence with <br /> I Interair <br /> 5 'gym <br /> ;K rr �4 downstream path. <br /> y= -Xf_. `may - �'' V YFi - <br /> III - The creek bed is <br /> ,tea ' , 46„ ._i. t f very stable and <br /> a.'•`- ` "' --�; '°�' z - '� made up of sand, <br /> ' -' .< r gravel, cobbles <br /> $. ; . i and large boulders. <br /> it, „ ,,.,' - ''''ir=4", .- " N - `4,,. _- ' <br /> Typical wide view <br /> of Edgewater <br /> ..7, <br /> _ Creek between <br /> A " ,� -�,, ,'' Kenilworth Hills <br /> ty • 3 �f, y..a <br /> - , No. 1 pond and <br /> fry+.: �. ,b"��,�,._ .. ;f .'r <br /> confluence with <br /> fi ? Interair <br /> ` '14%.,,i. , Y downstream path. <br /> 4i,. - T +: , '�;, tr` ,fix. <br /> _, -• " , �, The side slopes are <br /> �. .,"_ ` generally fully <br /> y vegetated from the <br /> y � - '�: �'-i r * , creek edge to the <br /> r � ,''� .v, • <br /> top of banks. <br /> x + 1 <br /> I <br /> I <br /> I <br /> I <br /> IPACLAND Job # 501 75001 Page 6 <br />