Rosselott v. County of Muskegon

333 N.W.2d 282, 123 Mich. App. 361
CourtMichigan Court of Appeals
DecidedFebruary 23, 1983
DocketDocket 59809
StatusPublished
Cited by20 cases

This text of 333 N.W.2d 282 (Rosselott v. County of Muskegon) is published on Counsel Stack Legal Research, covering Michigan Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rosselott v. County of Muskegon, 333 N.W.2d 282, 123 Mich. App. 361 (Mich. Ct. App. 1983).

Opinion

V. J. Brennan, P.J.

On October 25, 1978, plaintiffs filed a four-count complaint alleging that contaminated ground water from defendants’ sewage treatment plant was degrading plaintiffs’ wells. In response to information produced at a July 24, 1981, pretrial conference, plaintiffs moved to adjourn trial, which had been set to commence on August 13, 1981. At a hearing held on August 10, 1981, plaintiffs’ motion to adjourn was denied. Plaintiffs then moved for a voluntary dismissal. This motion was also denied and the case was dismissed with prejudice. Plaintiffs’ subsequent motion for reconsideration was denied on August *365 24, 1981. Plaintiffs appeal as of right from these judgments.

Plaintiffs’ complaint alleged that the defendants had constructed and operated a sewage treatment facility utilizing lagoons and spray irrigation of effluent and that, through improper design or operation or both, they had permitted the contamination of ground waters under and near the plant. The complaint further alleged that these contaminated ground waters flowed in the direction of plaintiffs’ properties and had contaminated the ground water underneath plaintiffs’ properties, thus contaminating plaintiffs’ domestic wells and causing other damage. The grounds for relief advanced by plaintiffs were: (1) inverse condemnation, (2) nuisance, (3) common-law water rights, (4) negligence, and (5) relevant provisions of the Thomas J. Anderson, Gordon Rockwell Environmental Protection Act, MCL 691.1201 et seq.; MSA 14.528(201) et seq.

On October 27, 1978, defendants filed an answer, conceding that the general ground water flow was as described in the complaint but alleging that an interceptor ditch prevented seepage of contaminated water from the sewage treatment facility. The answer also indicated that analysis of well water from some of plaintiffs’ private wells revealed that it met all state and federal quality requirements.

In response to plaintiffs’ interrogatories, defendants alleged that plaintiffs’ water degradation problem was unrelated to the sewage system and that instead it was caused by a high iron content indigenous to area soils. Defendants alleged that, in the immediate area of the sewage facility, ground water flowed toward the waste water system rather than away from it. Defendants felt that *366 part of the blame for the problem was contamination from road salt.

During the course of this litigation, two studies were commissioned by defendants and performed by Keck Consulting Services. The studies were ordered by Dr. Y. A. Demirjian, Director of the Muskegon County waste water system. This raw data was compiled into reports drafted by Robert Minning, Keck’s president. The initial Keck study was undertaken during the fall of 1979 and focused on the movement of ground water in the vicinity of the sewage facility. The study indicated the existence of a ground water divide, i.e., a line from which ground water flows in opposite directions, in the area of Apple Road near where plaintiffs reside. The study concluded that the perimeter ditch was an effective interceptor of all lagoon seepage and also pulled in some of the natural water flow. The report also stated that two ground water divides could be formed, either during periods of excessive rain or when water was being pumped from the ditch into the HH & G drain. However, the report indicated the county was not discharging from the interceptor ditch into the H H & G drain at the time the study was conducted because the drain was being repaired and cleaned.

Trial was first set for late August and early September, 1980, but was adjourned by agreement of the parties for more discovery. On October 23, 1980, defendants filed a motion to appoint a master, pursuant to a provision of the environmental protection act, MCL 691.1203; MSA 14.528(203). A master (hereinafter special master) could be employed under the EPA to take testimony, make a record, and report findings to the court on complex and technical matters. This motion was granted, *367 with the result that trial had to be adjourned a second time while an appropriate master was found. The parties eventually agreed on Wayne Pettyjohn, who had the unique qualifications of being both an attorney and a hydrogeologist.

At a pretrial conference held on June 25, 1981, special master Pettyjohn suggested that more information be gathered. Several new test wells were set up, water measurements were taken, and experts from both sides analyzed the resulting data. Findings were presented to the special master at a second pretrial conference on July 24, 1981. These findings substantially corroborated those of a second Keck study which was ordered by the county but was unrelated to the instant litigation. Certain findings of the second Keck study which related to the instant case became available to the parties at this meeting. The report placed the ground water divide further south than had been previously suspected, which made it more likely that road salt was contributing to the pollution problem. The report also showed that discharge of water into the HH & G drain created a "mounding” in the ground water table, i.e., a high point from which water migrated radially. This resulted in some ground water migration south or southwest toward Apple Road, where it possibly might reach some or all of plaintiffs’ wells.

At the final pretrial conference, special master Pettyjohn prepared a report which made the following preliminary conclusions:

1. Chloride contamination of private wells in the vicinity of the waste water system was not related to the operation, design, or management of the waste water system.

2. The contamination problem appeared to arise from the use of deicing salts.

*368 3. Chloride-rich waste water from the H H & G drain might be carried by the ground water flow in the direction of certain of plaintiffs’ wells, resulting in contamination.

4. A few shallow wells placed between the H H & G drain and the allegedly contaminated wells near Apple Road would suffice to determine the direction of ground water flow.

Before this pretrial conference plaintffs’ theory of liability against the defendants, based upon the complaint, was that contamination to their wells was caused by the operation of the waste water system. However, the second Keck report and the special master’s findings, and the evidence upon which both were based, tended to negate that theory. After the pretrial conference, plaintiffs believed that the contamination resulted from road salt and/or the HH & G drain discharge. Further, plaintiffs believed that they might be able to refute the road salt theory or show that the road salt was reaching their wells only as a result of the operation of the county’s waste water system. With the trial only two weeks away, plaintiffs were uncertain whether their pleadings were sufficiently broad to encompass the H H & G drain discharge as a causative factor, and the probability that deicing salts played a major role in the contamination meant that the Muskegon County Road Commission would have to be joined as a party.

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Bluebook (online)
333 N.W.2d 282, 123 Mich. App. 361, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rosselott-v-county-of-muskegon-michctapp-1983.