In Re Authorization to Discharge & Construct Waste-Water Treatment Facilities

366 N.W.2d 118, 1985 Minn. App. LEXIS 4058
CourtCourt of Appeals of Minnesota
DecidedMarch 26, 1985
DocketC9-84-1818
StatusPublished
Cited by3 cases

This text of 366 N.W.2d 118 (In Re Authorization to Discharge & Construct Waste-Water Treatment Facilities) is published on Counsel Stack Legal Research, covering Court of Appeals of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re Authorization to Discharge & Construct Waste-Water Treatment Facilities, 366 N.W.2d 118, 1985 Minn. App. LEXIS 4058 (Mich. Ct. App. 1985).

Opinion

OPINION

POPOVICH, Chief Judge.

The State of Wisconsin appeals certain provisions of three combined sewer over *120 flow discharge permits granted by the Minnesota Pollution Control Agency (MPCA). Wisconsin claims (1) the MPCA permits do not require compliance with applicable state and federal law, (2) the permits do not require a minimum level of facilities planning necessary to comply with federal and state law, (3) the MPCA failed to correct recognized ambiguities in the permits, and (4) the permits irrationally require implementation of the facilities plan before receipt of necessary approvals. We affirm.

FACTS

The cities of Minneapolis, St. Paul and South St. Paul, like many older cities in the U.S., were originally served by combined sewer systems. These original combined sewer systems were constructed prior to 1900, before sanitary wastes were conveyed to a treatment plant for treatment prior to discharge. Their purpose was to convey sanitary wastewater and storm water directly to the Mississippi River. After the Metropolitan Wastewater Treatment Plant was constructed, interceptor sewers were constructed to convey the wastewater flow to the plant for treatment prior to discharge.

The interceptor sewers, however, do not have the capacity to convey all wastewater flows to the plant during wet weather conditions. During wet weather conditions, therefore, the excess volume of combined sanitary wastewater and storm water is directed away from the plant and is discharged untreated into the Mississippi River. This discharge of untreated combined flow (sanitary wastewater and storm water) is called combined sewer overflow (CSO).

The impact of CSO on the water quality of the Mississippi River essentially precludes the safe use of the affected Metropolitan Area segment as a swimmable water. Presently the water quality standard of fecal coliform organisms (the indicator used to determine whether a water is bac-teriologically suitable for swimming) is often violated in the Mississippi River between the first combined sewer outfall in North Minneapolis to the Hastings Dam.

In addition to water quality problems associated with CSO, combined sewer systems also cause other problems. Hydraulic overloading of combined sewers can result in sewage backup into homes and localized flooding during wet weather conditions.

In order to overcome the various problems associated with combined sewer systems, Minneapolis, St. Paul and South St. Paul have begun converting their combined sewer systems to separated sewer systems. 1 Minneapolis has converted approximately 87% of its combined sewers to separated sewers. Approximately 40% of St. Paul and 35% of South S.t. Paul are still served by combined sewers.

The MPCA’s strategy regarding water quality problems in the Metropolitan Area stretch of the Mississippi River has been to deal with the Metropolitan Wastewater Treatment Plant before dealing with CSO because the water quality impacts of the Treatment Plant were much greater than those of CSO. The MPCA has required the Metropolitan Waste Control Commission (MWCC) and the Metropolitan Council to expand and upgrade the Metropolitan Wastewater Treatment Plant. Consequently, compliance with water quality standards in the Metropolitan stretch of the Mississippi River (except for violations of water quality standards for fecal coli-form organisms primarily attributable to CSO discharges) has improved markedly. Therefore, the MPCA has now moved into the second phase of its strategy which is addressing water quality problems associated with CSO discharges. The MPCA has addressed the problems associated with CSO in the Metropolitan Area through the development and issuance of CSO permits.

*121 The three MPCA-issued permits 2 which are the subject of this appeal require the control and abatement of combined sewer overflow in the Metropolitan Area. The permits authorize the permittees to discharge from their combined sewer outfalls to the Mississippi River in accordance with the requirements of the permits. The permits include a requirement that the permit-tees develop, adopt, and initiate implementation of a comprehensive CSO Control Plan. The objective of the CSO Control Plan is the elimination of CSO as a cause of noncompliance with water quality standards in the Metropolitan stretch of the Mississippi River. The key elements of the CSO Control Plan are set out in the permit.

The permits provide for the development of consensus among the permittees as to the preferred alternative for CSO control. To achieve this consensus, the permits provide for incremental development of the CSO Control Plan by the various permit-tees in accordance with their statutory and regulatory authority. The final CSO Control Plan is subject to MPCA approval.

The permittees must initiate implementation of the CSO Control Plan by June 30, 1986, the date the permits expire. These CSO permits are the first phase of a two phase permit process. The second phase will involve the issuance of new permits with a detailed schedule for the implementation of the CSO Control Plan.

The permits were developed over a 16 month period during which public participation was actively solicited and public concerns were considered by the MPCA. Wisconsin was involved throughout the permit development process but withdrew its request for a contested case hearing. The permits were modified to include conditions which were responsive to objections made by Wisconsin in regard to previous CSO permits issued by the MPCA. The EPA, which has veto power over these permits, indicated it will not veto the issued permits.

ISSUES

1. Did the MPCA require the development of a facility plan that may not ensure compliance with applicable state and federal regulatory requirements?

2. Did the MPCA err by not requiring the facility plan to include federal facilities planning requirements necessary to obtain federal funding for the construction of CSO abatement projects?

3. Did the MPCA act arbitrarily and capriciously by failing to correct alleged ambiguities in the permits?

4. Do the issued permits erroneously require the implementation of the facility plan before receipt of necessary approvals? 3

ANALYSIS

1. Lack of Written Findings and Reasons.

The nature of the record in this appeal is less than satisfactory because the MPCA did not make any written findings or conclusions when issuing the permits. Normally, an agency decision not supported by written findings and conclusions will be held arbitrary and capricious because the decision “represents the agency’s will rather than its judgment.” Peoples *122 Natural Gas Company v. Minnesota Public Utilities Commission, 342 N.W.2d 348, 352 (Minn.Ct.App.1983), pet. for rev. denied, (Minn. Apr. 24,1984); see Markwardt v.

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Related

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Cite This Page — Counsel Stack

Bluebook (online)
366 N.W.2d 118, 1985 Minn. App. LEXIS 4058, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-authorization-to-discharge-construct-waste-water-treatment-minnctapp-1985.