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5.5. SR 06-07-1993
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5.5. SR 06-07-1993
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<br />June , 1993 <br /> <br /> <br />Honorable Mayor and City Council <br />Otsego City Hall <br />13474 NE 95th Street <br />Otsego, MN 55330 <br /> <br /> <br />RE: JOINT SEWAGE TREATMENT PLAN <br /> <br />Dear Council Members: <br /> <br />The City of Elk River has recently conducted a feasibility study for the expansion of the City 1 S <br />wastewater treatment plant (WWTP). I would like to take this opportunity to share the results <br />of this study with you. Since the City of Otsego has been interested in the concept of joint <br />sewage treatment with Elk River, it is important for us to inform you of the high construction <br />cost we are facing for the proposed expansion as a result of more stringent effluent limitations. <br /> <br />OUf feasibility study has suggested that the existing WWTP be expanded to a 2.2 million gallon <br />per day (MGD) capacity to handle the City's sewage flow in the next 20 years. A Trickling <br />Filter/Solids Contact process is proposed for the new treatment system. Currently, Elk River <br />WWTP effluent is discharging into the reach of the Mississippi River classified as an <br />"Outstanding Resource Value Water1l (ORVW). The upgraded facilities have to provide sewage <br />treatment to nearly tertiary effluent quality. <br /> <br />Construction cost for an expansion project of this capacity would probably be about six million <br />dollars. If the joint sewage treatment plan is implemented, the plant's capacity \\'ould be <br />increased to 2.55 MGD and the construction would cost an additional one million dollars. Other <br />costs include the sharing of existing facilities, metering and sampling of Otsego' s sewage, and <br />redesign and administration fees as shown in the attached Exhibit. Total construction cost for <br />Otsego would probably be $1,500,000 without taking into account the collection system and lift <br />stations for sewage conveyance. The subsequent sewage treatment charge would probably be <br />$2.00/1,000 gallons for the first year (1995) and would be subject to adjustment each year. <br /> <br />Design of the WWTP expansion has begun due to the fact that the existing facilities appeared to <br />reach the critical operational capacity earlier this year. All of our treatment units had to be <br />operated in order to control the effluent quality. The joint plan will inevitably delay the project <br />schedule and may potentially cause the existing plant to violate effluent standards. <br />
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