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<br />I <br />It <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />it <br />I <br />I <br />I <br />I <br />I <br />I <br />It <br />I <br />I <br /> <br />'l"..;tjb21'!:'~J. <br />'y ." ~\0'-V lt~~'R:;~r~fn"'-:: - I <br />L. u '" \'.-..'.~-.~_! '~.]. xt,\ . ,"';J.e.. . / .~._~., -. . ..,.. <br />, .., \~ / n 1, ':, '::f:,).:;:,:::;::'i"-:J\: 'S:.\E;;4~,"~ _' .-'1i:~ .. : (~- ): \ , " ..- <br />. ~w cc "\ ..'." ".e.~:.'C--__<>'!;?' <>'.''''. -,.l....'~-.~~\.~I_.-.~ '.. .~",. . '~'. r'.'..E6G. r / ( <br />1\' \':',~->--'~~~o'cc"~t'iJ<~:-~"':'~:~i'" tJ, ,.r f1-'_ .- <br />.'-~ 7: '=')It}'---<"._- --:ir'nl, "" .,J '.;~ ,.~ . , ": <br />l (""r--" --d.', "C:--~" --..,.,-..~-~,-.., J -, <br /><- p. _", ,~. ; ,k ~~ ,'---.., T:;;~~:'~.~i"'- ,- ,L""'.m.' ~.- --- --;: -"_" <br /> <br />,,~.:_ e. ltl~ -'. _~_ i~~:,{:;;:,~':~:~=~-_~~~.~~S2~i~'~' . f . ~ _.:,"","~-~~ <br /> <br />r<J...<:-Q.......,~_~_f.,..(:>~\t ~~r\-~-- t, . . v~j I --::'51 [I :-=:p> <br />, " ".' l! .~~",."",\..r. <br /> <br />Alternate 4 is the most direct path. County Road I would extend straight through <br />between Hamline A venue and Lexington A venue, south of its existing alignment. This <br />alignment requires no curves or 90-degree turns. <br /> <br />The key points of Alternate 4 are: <br />. 3.4 acres of Marsden Lake, a DNR protected water, are filled. <br />. Pedestrian/traffic conflicts at the Turtle Lake School are improved. <br />. Ramsey County open space property is not impacted. <br />. The St. Paul Water Utility conduits are not crossed. <br />. Alternate 4 is the most costly to construct due to unstable soils. <br />. It requires the removal and replacement of the perimeter road and fence of the Twin <br />Cities Army Ammunition Plant between Hamline A venue and Lexington A venue. <br />. Test wells may be impacted on the Twin Cities Army Ammunition Plant property <br />and may need to be replaced. <br /> <br />5.4 Geotechnical Engineering for the Alternates <br /> <br />Ramsey County hired American Engineering Testing to perform geotechnical engineering <br />for a reconstruction of County Road I between Shutta Road and Lexington A venue. The <br />consultant reviewed Alternates 2, 3, and 4. All of the alignments encounter poor soils. <br /> <br />Alternate 2 encounters organic soils on the Ramsey County Open Space west of Hamline <br />A venue. Alternate 2 crosses 600 feet of organic soils at depths up to 26 feet. The consultant <br />recommended construction of floated road embanianeni utiilzing wood chips. <br /> <br />Alternate 3 encounters poor soils east of Hamline Avenue on the C.W. Houle property.. <br />Alternate 3 crosses 250 feet of organic soils. Due to the relatively short length of poor soils <br />and the close proximity of the organic soils to the aqueducts, the consultant recommended <br />construction of a land bridge. Alternate 3 is the easiest to construct from a soil engineering <br />point of view. <br /> <br />,::;l!\ !"q:d I <br /> <br />"'L),t2l10i <br /> <br />:): ':c,II <br /> <br /> <br />f<'.["'," <br /> <br />~\ig\", !.2 <br />