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<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 />I <br /> <br />5. Basin V <br /> <br />Installing a main trunk line starting at 8th Street in La Due <br />Avenue to 12th Street, and then in 12th Street to the Westside <br />ditch will increase the capacity of the present system that will <br />tie into the new line and relieve the flooding. The result will <br />be separate sanitary and storm sewer systems. <br /> <br /> System Improvements <br /> Pipe Pipe <br /> Size Length <br />From To (inches) (feet) <br />8th Street 10th Street (in La Due Ave.) 24 800 <br />10th Street 12th Street (in La Due Ave.) 30 800 <br />12th Street Westside ditch (in 12th St.) 36 1,400 <br /> <br />Another problem area is around 14th Street and Hunt, where the <br />existing system is ineffective. Depending on the alternative <br />chosen in Basin IV, a pipe to the main trunk line in 13th Street <br />or a pipe which would outlet into the Hickory-Jackson ditch is <br />proposed. For overflow in this area, a swale leading to Hickory- <br />Jackson ditch is recommended to relieve local flooding and system <br />overloading. A similar problem exists in Bell Avenue between <br />12th Avenue and the Hickory-Jackson ditch. <br /> <br /> System Improvements <br /> Pipe Pipe <br /> Size Length <br />From To (inches) (feet) <br />12th Street 13th Street (in Hunt Ave.) 30 250 <br /> 2 Type "R" inlets <br />12th Street 14th Street (in Bell Ave.) 30 500 <br /> <br />-41- <br />