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19 - Drainage Presentation - Sandy Creek Upper Tributaries 4 and 6
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19 - Drainage Presentation - Sandy Creek Upper Tributaries 4 and 6
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Image 17: 645 & 655 East Polk Street. Vacant Lots which could be converted to overflow <br />basins. <br />There are likely many more lots like this around the city. Planning & Community Development <br />and other departments are on the look -out for other property owners wishing to donate parcels. <br />These proposed overflow detention basins are not permanent fixes to the serious problems that our <br />city faces. But placed in strategic places, and of sufficient size to detain a large amount of water, <br />they would help alleviate flooding problems downstream. <br />Existing Stormwater Pi a Re air O tions: <br />During the course of this drainage analysis, I discovered that an existing concrete stormwater pipe <br />system is having structural issues and is allowing sink holes to develop above the pipe. This pipe <br />is approximately 460 feet long, and is along the northern curb -line of East Cherry Street from 20th <br />Street NE to the Blue Sky Self Storage past 21St Street SE. To prevent additional sink hole <br />development and provide long-term maintenance on this pipe, I recommend lining this pipe section <br />with Insituform cured -in-place lining. This is a fiberglass -type liner which will reinforce the pipe <br />from the inside, without having to dig it up, and likely not require maintenance other than sediment <br />cleaning for decades. To dig up this section would require shoring for East Cherry Street, and <br />possible removal of utility lines immediately north of the pipe. Replacement costs are estimated <br />at approximately $500,000. Insituform has quoted $210,000 to line this pipe. <br />24 <br />
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