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Comment #3. Comments received from Anoka County during the review period, as it <br />relates to authorization to use the corridor. What are the design specifics of the drainage <br />corridor between the RTC site and the Mississippi River? What if the County does not <br />agree to let this corridor be used for drainage? <br />Response. A follow-up report on the design details of the County -owned outlet route <br />south of TH 10 has been prepared, and will be added as Appendix J in the revised <br />AUAR. The report will be presented to the County Public Works and Parks Committees <br />in early June. If these Committees agree that the route can be used, a recommendation <br />will go to the County Board for action. Negotiations for development of the corridor for <br />drainage and parks use would then begin in earnest among the County, City and RTC <br />developer. <br />If the County -owned route is not allowed, alternative routes will need to be pursued. The <br />draft AUAR did not specify a route, other than a suggestion that the current route <br />southeastward along TH 10 could be pursued (Item 17, Runoff Under Developed <br />Conditions). This discussion is expanded in the AUAR revision to identify two possible <br />outlets, in addition to the TH 10 route. The Rivenwick Development to the southeast of <br />the RTC site and the Alpaca Development to the southwest both have small outlet pipes <br />draining the immediate developments. Discussions with the City and its consultant <br />engineer have identified these as two possible connections between RTC and the River. <br />Details on these two connections will be evaluated if discussions with the County on the <br />original outlet do not lead to County approval to use the route. <br />Response addendum. In response to the information in Appendix J and a supplemental <br />memorandum, the County in early June 2003 proposed to include the outlet as part of the <br />Memorandum of Understanding (MOU) prepared between the County and the City of <br />Ramsey. Although official County Board action will be needed to make acceptance <br />official, the County has agreed in concept on the use of its land as a drainage route. This <br />decision does recognize, however, the ultimate authority of the County to revert the land <br />back to a transportation corridor if it is needed for a river crossing in the future, at which <br />time alternative drainage features would be needed. <br />Comment #4. In response to changes made in Item 18 requested by MCES, Bolton & <br />Menk, Inc. (David Martini) reviewed the Item and Appendix G on behalf of the City of <br />Ramsey and submitted the following comments: <br />Comment 4.1: Section 18b. Paragraph 2 - The Sewer plan refers to an available capacity <br />in the downstream facilities of 2.8 MGD. 7.87 MGD is the ultimate flow at full build out <br />shown in the (1991) Comprehensive Sewer Plan and is the flow that has been used to <br />design the existing system. <br />Response: Paragraph 2 of Section 18.b has been modified as follows: <br />"The City's Comprehensive Plan documented MCES Projected Wastewater flows <br />for the City of Ramsey to be between 542 and 668 MGY or a maximum of 1.8 <br />MGD. The Sewer Plan indicated that at full build out, including Rural Areas, <br />34-2 <br />