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Limonite St. N.W. between 149th Lane N.W. and 151st Ave. N.W. was flooded. <br /> <br />To alleviate this problem would require storm sewer construction to Kamaci.te <br /> <br />St. N.W. It was al,~o found that several of the streets would require cross <br />street culverts as proposed on Exhibit A. The ponding sites and the road <br />ditches presently assimilate the storm water run-off into the ground by percola- <br />tion. While the existing ponds presently operate effectively, with an increase <br />in development and as additional areas are surfaced, an increase in storm <br />water run-off could be anticipated. This could, in turn, Overtax the present <br />storm drainage system unless positive outlets are provided. However, this is <br />not likely to occur until development densities increase at the time municipal <br />utilities are installed. <br /> <br />Proposed Improvements: ~ <br /> <br />The present Street and drainage system provides an operational street and <br />drainage network. Therefore, it is our recon~nendation that'the present rural <br />street section and drainage system be maintained with only minor changes to <br />limit the disruption to the abutting property and mihimize the costs of the <br /> <br />improvement. <br /> <br />Street Improvement: <br /> <br />The existing streets are proposed to be widened and shaped to accommodate a <br />minimum street width of 26 feet, as Shown on Exhibit B. The streets would be <br />paved 24 feet wide with a variable gravel shoulder a minimum of I foot wide. <br /> <br />The street section proposed would be narrower than the City of Ramsey's standard <br />rural street section, but would minimize disruption to the adjacent lots during <br /> <br />-2- <br /> <br /> <br />