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I <br />I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> I <br /> <br />MEMORANDUM <br /> <br />DATE: <br /> <br />August 19, 1993 <br /> <br />Ramsey City Council <br />City Adminiswator Ryan Schroed~ <br /> <br />FROM: <br /> <br />City Engineer Steve Jankowski <br /> <br />SUBJECT: Lot 6, Block 2, Gorhams Sandy Acres <br /> <br />At the August 10, 1993 City Council meeting, concern was raised regarding the impact on the area <br />drainage that ffiling of the subject lot for residential home may have on the area drainage. The lot is <br />largely a depression which is approximately 12 feet below the grade of the adjacent streets. <br />Lacking detailed topographic information for the area, I have made a windshield survey of the area <br />and have concluded that an area of approximately 10 acres may ultimately drain into this <br />depression. It should be noted that the drainage system is somewhat poorly developed in the area <br />in that some drive entrances are not provided with culverts and, consequently, some drainage <br />within the 10 acre area may never reach the subject depressed lot. <br /> <br />Assuming that half of the lot was retained in its present state for drainage purposes and run off <br />coefficients consistent with subdivision-type development on sandy soil, I calculate that the <br />remaining depression would accept an 8 to 9 inch precipitation event assuming no percolation out <br />of the base or sides of the depression. From a practical standpoint, considerable percolation could <br />be anticipated, particularly under a high head condition making the above storm event a <br />conservative limit. It should also be noted that a natural wetland exists less than 300 feet from the <br />subject lot which could be utilized as a repository for area drainage. <br /> <br />I have reviewed these calculations with the Public Works Superintendent who had originally raised <br />concern about the filling of this lot. It is our opinion that retaining one half of the existing area for <br />drainage would provide a reasonable mount of storm water capacity. <br /> <br />SJJ/kaj <br /> <br /> <br />