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Klosterman, Wayne_ Q&ADecember 6, 2002 RE: Dubuque Stormwater Management Plan Response to Letter from Mr. Klostermann Dated 21 November 2002 The following are HDR's responses to Mr. Klostermann's letter addressed to the Mayor. Is there some plan to control the Windsor Street watershed other than conveying it to the Bee Branch, as it does now? If not why not? Response: The Windsor watershed was studied as part of the Drainage Basin Master Plan. Storm sewer improvements were recommended to improve an undersized storm sewer on Windsor and Burden. The Windsor basin was studied to define regional detention oppommities; however, because of the topography and land use of the area, no suitable regional detention facilities were identified. Although some open land exists it is located too high in the basin to provide useful storm water detention. 2. Is it possible to core the 32nd Street cell deeper and not remove any homes ? Response: I am assuming you are referring to homes taken to.expand the 32nd Street basin. We recommend increasing the basin size from the existing 46 acre-feet to 96 acre- feet by excavation and by increasing the top of the berm that forms the cell. We considered this approach, a deep excavation of the cell, in the early stages of evaluating alternatives. Excavation beyond the depths recommended in the report would require the installation of a pumping facility. To be effective, this storage would have to continuously pump down to make sufficient storage volume available for storm runoff. All low flow stormwater runoff from the 32nd Street basin and infiltration from groundwater sources would have to be pumped from the cell continuously. This would require a perpetual expenditure for energy and may not be possible depending on the rate of ground water infiltration. Therefore at this time we do not recommended excavating the 32nd Street cell deeper than can be drained by a gravity flow system. Many of the homes in this area have habitable floors below the elevation of the existing top of the cell. We recommend purchase of these homes regardless of other improvements as a matter of public safety. Other homes were shown to be removed because the cost to providing safe assess, sewer and water exceed the value of the structure. 3. Is there a possibility of wetland creation to the north of the Shooting Society Park? Response: The Shooting Society Park is located outside the limits of our study area and was not considered in the development of drainage alternatives. Page 1 of 2 Have you explored the possibility of conveying water from the 32nd Street Cell to the north to the Flexsteel cell, enlarging the cell, and then pumping it to the north, instead of placing it in the Bee Branch ? Response: As part of our study, we looked at the diversion of 100% of the flow from the 32nd Street cell to the area north of Flexsteel. This alternative was rejected because it consists of a trans-basin diversion, which we believe would be very difficult to get permitted without extensive environmental studies and extensive mitigation measures in the Maquoketa basin. If constructed, the City of Dubuque could become liable for all future flooding damages in the Maquoketa basin. Our recommendation is that runoff from the 32nd Street basin be reduced as much as possible and future design efforts should focus on achieving that result. The improvements recommended are very effective in reducing downstream flooding. However, this basin is only 27% of the total Bee Branch drainage area. Beyond our recommendations, a 100% elimination of runoff from this basin will help but will not substantially reduce flooding below 24th Street where the runoff from Kaufmann, Locust and Windsor Subareas converge. Do you plan on field verifying your high water data with citizens that live in the identified flood area ? Response: Yes, as a part of the alignment identification process, we recommend a comprehensive data collection activity in which information about historic flooding is collected. In addition ~o high water marks information on the nature, frequency and duration of flooding, and photographs of past flood events would all be very helpful. Page 2 of 2