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Ms. Michele McPherson <br />February 5, 2001 <br />Page Two <br /> <br />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 leave the site and <br />not endanger the building. <br /> <br />o <br /> <br />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 />Terry J.'Maurer, P.E. <br /> <br />TJM:tw <br /> <br />O:~°ROJ\813560J\Ltr 02-05-01 McPherson.doc <br /> Howard R, Green Company <br /> CONSULTING ENGINEERS <br /> <br /> <br />