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2. AGENDA 09-19-1994
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2. AGENDA 09-19-1994
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9/19/1994
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<br />. <br /> <br />Mr. Pat Klaers <br />September 19, 1994 <br />Page Two <br /> <br />2. Given the elevation of the trunk stonn sewer line in Orono Parkway, the pipe <br />is too large and will never flow full; thus, extra monies were spent on pipe <br />capacity which will never be used. <br /> <br />Dave Nyberg of MSA, Consulting Engineers, and Jon Bogart of John Oliver and <br />Associates have jointly worked through the design, Dave from the perspective of the <br />overall City concept, and Jon from the perspective of the Tony Emmerich Country <br />Crossings Development. These two have worked through the modeling of the storm <br />sewer system in the Western Area and both have concluded that the pipe will not only <br />provide adequate capacity for the Country Crossings single-family residential <br />developments, but also will have additional capacity for the Sandpiper Estates area <br />and minimal capacity for property lying north of Orono Parkway. They also agreed <br />that the pipe will flow full in the lOO-year storm event. In fact, the actual outlet near <br />Lake Orono will be slightly surcharged in the lOO-year event. <br /> <br />3. <br /> <br />Flow from the southeastern portion of the Country Crossings First Addition is <br />directed southerly through the Mississippi Oaks stonn sewer system because the <br />stonn sewer pipe in Orono Parkway is too shallow. <br /> <br />. <br /> <br />Item #1 has previously discussed the depth of the storm sewer pipe in Orono <br />Parkway. The City's Comprehensive Storm Drainage Plan has always showed a <br />small portion of property north of County Road 30 being directed southerly through <br />this trunk line to the Mississippi River. In fact, when this trunk line was put in, the <br />cost of it was prorated against Mississippi Oaks, Heritage Landing, and the area north <br />of County Road 30. The distribution was 29% to Mississippi Oaks, 49% to Heritage <br />Landing, and 22 % for the area north of County Road 30. <br /> <br />4. <br /> <br />The flow from north of County Road 30 is a 24-inch pipe outletting into a 24- <br />inch pipe in Mississippi Oaks. The question which arises is whether there is <br />adequate capacity for all this flow. <br /> <br />There is, in fact, a 24-inch pipe being connected from Country Crossings First <br />Addition. However, the pipe south of County Road 30 is 27 inches in diameter. The <br />flow in a pipe is dependent not only on its size, but on the slope of the pipe. The 24- <br />inch pipe exiting Country Crossings is relatively flat. The 27-inch pipe in Mississippi <br />Oaks has approximately 2% times as much slope as the pipe from the north. There <br />is adequate capacity in this pipe system to handle the flow from north of County <br />Road 30. <br /> <br />. <br /> <br />2301223.1905.sep <br />
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