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Ms. Michete McPherson <br />February 5, 2001 <br />Page Two <br /> <br />5. The utility plan shows an extension of the existing storm sewer into the parking <br /> area between the proposed building and the Country Inn and Suites building. <br /> There is no emergency overflow for the last catch basin on this line. Grading of the <br /> parking area should provide for an emergency overflow, such that if this catch <br /> basin is plugged or overwhelmed by a large storm, the runoff will I.eave the site and <br /> not endanger the building. <br /> <br />6. The parking area between the existing Perkins Restaurant and the new building is <br /> proposed to drain southwesterly through the Perkins site. Is this acceptable to the <br /> owner of the Perkins Restaurant? <br /> <br />If you have any questions regarding these comments, please call. <br /> <br />Sincerely, <br /> <br />Howard R. Green Company <br /> <br />TJM:tw <br /> <br />O:~PROJ~813560J\Ltr Q2-05-01 McPhersen.Cioc <br /> Howard R. Green Company <br /> CONSULTING ENGINEERS <br /> <br /> <br />