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Agenda - Council - 05/13/2014
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Agenda - Council - 05/13/2014
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Meetings
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Agenda
Meeting Type
Council
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05/13/2014
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7080.1550 INDIVIDUAL SUBSURFACE SEWAGE TREATMENT SYSTEMS 22 <br />The local ordinance must not allow more than a 15 percent reduction in the vertical separation <br />distance. A 15 percent reduction is only allowed to account for settling of sand or soil, normal variation of <br />measurements, and interpretations of the limiting layer conditions. <br />E. ISTS built before April 1, 1996, in areas that are not SWF areas as defined under part <br />7080.1100, subpart 84, must have at least two feet of vertical separation. <br />F. The vertical separation measurement for items D and E must be measured outside the area <br />of system influence in an area of similar soil. <br />Subp. 5. Compliance criteria for systems with a flow of greater than 2,500 gallons per day. <br />In addition to the requirements under subpart 4, systems designed under part 7080.2150, subpart 4, must <br />demonstrate that the additional nutrient reduction component required under those items is in place and <br />functioning. <br />Subp. 6. Compliance criteria for systems receiving replacement components. Components of <br />an existing system that result in the system being in noncompliance must be repaired or replaced according <br />to part 7082.0100, subpart 1. The repaired or replacement components must meet technical standards and <br />criteria for new construction according to local ordinance The remaining components of the existing system <br />must result in the system being in compliance with subpart 4. <br />Statutory Authority: MS s 115.03; 115.55 <br />History: 32 SR 1347; 35 SR 1353 <br />Published Electronically: October 10, 2013 <br />7080.1550 ACCEPTABLE AND PROHIBITED DISCHARGES. <br />Subpart 1. Sewage. This chapter provides design standards for ISTS that exclusively receive sewage. <br />If ISTS receive both sewage and nonsewage, the requirements of this chapter and requirements governing <br />the nonsewage portion of the waste apply. <br />Subp. 2. System influent. <br />A. Footing or roof drainage and chemically treated hot tub and pool water must not be <br />discharged into any part of a system. Products containing hazardous chemicals and hazardous waste must <br />not be discharged to a system other than in normal amounts of household products and cleaners designed <br />for household use. Substances not intended for use in household cleaning, including but not limited to <br />solvents, pesticides, flammables, photo finishing chemicals, paint, and dry-cleaning chemicals must not <br />be discharged to the system. Other unused products or substances, or unused medicines, must not be <br />discharged to the system solely as a method of disposal. Floor drains from garages serving dwellings must <br />not be connected to the system. <br />B. An ISTS must be designed to provide additional treatment if: <br />(1) raw sewage exceeds 300 mg/1 BOD, 200 mg/1 TSS, or 50 mg/1 oil and grease; or <br />(2) sewage tank effluent applied to the soil from the sewage tank or other secondary <br />treatment device is greater than the concentrations in part 7080.2150, subpart 3, item K. <br />Additional treatment must be designed by a Minnesota licensed professional engineer or according <br />to the recommendations in the Prescriptive Designs and Design Guidance for Advanced Designers, which <br />is incorporated by reference in item C, or must use a product registered under chapter 7083. <br />Copyright ©2014 by the Rev <br />so <br />of Statutes, State of Minnesota. All Rights Reserved. <br />
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