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<br />. <br /> <br />. <br /> <br />. <br /> <br />remain in place. Impervious surface will increase by approximately 1.1 acres due to consiruction of <br />turn lanes, median area, and sidewalk on the east side of Lexington. <br /> <br />The stann sewer capturing flow from the north half of the project is cOllilected to the storm sewer <br />system in Highway 96 is conveyed to existing ponding provided in Snail Lake Regional Park east of <br />Lexingion Avenue. That treatment basin overflows to natural wetlands adjacent to Snail Lake. The <br />stonn sewer system serving the south half of this segment will discharge flows to the dual basins north <br />and south of Victoria Street on the east side of Lexington. These treatment basins overflow to Karth <br />Lake Otl the west side of Lexington. <br /> <br />Currently a portion of Lexington A venue runoff is discharged directly to Karth Lake. Upgraded stonn <br />sewer features on the south half ofthis segment will redirect those discharges to ponding on the east <br />side prior to reaching Karth Lake. <br /> <br />'\'ii.::nut" <br /> <br />'')'> 2;)('4 <br /> <br /> <br />I" <br />