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Frequently Asked Questions
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What are the intentions of the Michigan Department of Environment, Great Lakes, and Energy (EGLE) with regards to requiring a capital improvement plan (CIP) in a community’s General Plan by January 1, 2016, and an AMP in a community’s General Plan by January 1, 2018? Are these the dates the plans need to be started or completed? Does the AMP have to be complete or is it a plan to implement a program (similar to the National Pollutant Discharge Elimination System)?
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Rule 1606 of the Administrative Rules of Michigan’s Safe Drinking Water Act, 1976 PA 399, as amended (Act 399), states the CIP/AMP shall be included in the General Plan starting on the dates mentioned above. Can it then be assumed EGLE will be looking for the AMP as part of the community’s next regularly scheduled sanitary survey or water reliability study, or may they do something sooner?
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We understand that Rule 1606 states there will be self-certification for completion of the AMP. Are there any AMP items that need to be reported, summarized and/or submitted directly to EGLE? Are any specific formats required?
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What is EGLE's definition of and AMP? What is specifically required in an AMP? Does this follow the guidance document issued for wastewater? What level of detail is required?
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How often does the AMP need to be updated? Every five years to coincide with General Plan and/or water reliability reviews? Will there be any effort to coordinate sanitary survey, general plan, water reliability, asset management, and CIP reviews into the same schedule?
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How will vulnerable assets be protected from public reporting requirements?
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What is the expectation of the rate methodology? Are short-term (0-5 year) projects required to have more detail than long-term (5-20 year) projects? Will communities be able to make adjustments to the long-term projects as needs change and/or equipment useful life is extended?
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How will the AMP requirements be enforced?
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Does EGLE plan to provide templates or sample documents for utilities to use?
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What is the expectation on water main condition assessment? Is a methodology that prioritizes need based on age, material, historical breaks, and hydraulic capacity acceptable without actual field assessments?
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How should the AMPs be submitted for separate communities within a combined distribution system?