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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 />these problems. S~nbsequent to the submittal of these applications <br />it became apparent that the resulting facilities plans recommen- <br />dation would not be implemented, even if it was less costly and more <br />environmentally sound than an interceptor alternative. Based on <br />this reason the applications were returned and no facilities plans <br />were prepared. Therefore, there has been no official documntation <br />of need in the unsewered areas and no official study which indicates <br />that the CAB interceptor is the cost effective alternative for this <br />area. <br /> <br />Phase Out <br /> <br />T]~e 20~ Water Quality Management Plan Revisions recommends that the <br />Anoka Facility be upgraded, but not before 1987. The plan also <br />recommends that, "a decision on the Anoka River Crossing will be <br />made when the impact of an expanded Anoka P~%'TP has been determined. <br />This will be made during the 1981-1984 periods." We concur with <br />this revision to the 208 Plan. <br /> <br />Minneapolis East Interceptor <br /> <br />The capacity of the Minneapolis East Interceptor has been a major <br />question. As has been discussed and documented, the Minneapolis <br />East Interceptor does not have sufficient capacity to allow for the <br />projected design flows resulting from the services made by the CAB <br />interceptor. The Minneapolis East Interceptor must have tJ~e necessary <br />capacity to convey the existing and future dry weather flows from i2~e <br />Northwest Area. Therefore, the Minneapolis East Interceptor expansions <br />must be staged either prior to or concurrently with the staging of <br />service in the CAB interceptor service area. The proposal to design <br />both phases at the present time, and stage construction of the lower <br />(%) segment concurrent with the CAB construction is consistent with <br />this concept. Construction of the upper segment of the CAB must be <br />staged to preclude the possibility of dry weather overflows from <br />actual flows eminating from the service area. <br /> <br />Grant Allowabili_ ty <br /> <br />Perhaps the most prominent issue pertaining to the CAB interceptor <br />is the matter of grant allowability. Due to the lack of supporti]~g <br />documentation of needs for the unsewered areas this Agency or EPA <br />cannot fund the CAB interceptor. Therefore, we understand that <br />local funds will be utilized for the design and construction of the <br />CAB interceptor. <br /> <br />The Blaine Intercep{or proposed in this report would also not be <br />allowable for Construction Grants Funding. Again, this is because <br />specific needs for %hose unsewered portions of Blaine have not been <br />demonstra ted. <br /> <br /> <br />