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To alleviate the flooding on Limonite Street would require storm sewer construction <br />to Kamacite Street N.W. or construction of a ponding area. To alleviate the other <br />flooding problems on the other streets would require cross street culverts and <br />drainage easements as proposed on Exhibit A. The existing ponding sites and the <br />road ditches presently assimilate the storm water run-off into the ground by <br />percolation. While the existing ponds presently operate effectively, with an <br />increase in development and as additional areas are surfaced, an increase in <br />storm water run-off could be anticipated. This could, in turn, overtax the <br />present storm drainage system unless positive outlets are provided. However, this <br />is not likely to occur until development densities increase at the t~me municipal <br />utilities are installed. <br /> <br />Proposed Improvements: <br />The present street and drainage system provides an operational street and drainage <br />network. Therefore, it is our recommendation that the present rural street section <br />and drainage system be maintained with only minor changes to limit the disruption <br />to the abutting property and minimize the costs of the improvement. <br /> <br />Street Improvement: <br />The existing residential streets are proposed to be widened and shaped to accommodate <br />a 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 />construction since the street width proposed generally follows the present <br />street section width. <br /> <br />The street section proposed as shown on Exhibit B consists of a 3 inch gravel <br />base with a 1~" bituminous surface. This section is equivalent to a 5-ton design <br />in accordance to the Department of Transportation specifications. This section <br />has been previously used in the city and other communitte~ with no detrimental <br />effects. It is estimated that this street section has a life expectancy of 15 <br /> <br /> <br />