Western Lake Superior Sanitary District v. Orfei & Sons, Inc.

463 N.W.2d 781, 1990 Minn. App. LEXIS 1219, 1990 WL 195077
CourtCourt of Appeals of Minnesota
DecidedDecember 11, 1990
DocketC3-90-589
StatusPublished
Cited by4 cases

This text of 463 N.W.2d 781 (Western Lake Superior Sanitary District v. Orfei & Sons, Inc.) 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
Western Lake Superior Sanitary District v. Orfei & Sons, Inc., 463 N.W.2d 781, 1990 Minn. App. LEXIS 1219, 1990 WL 195077 (Mich. Ct. App. 1990).

Opinion

OPINION

FOLEY, Judge.

This is an appeal from summary judgment dismissing appellant Western Lake Superior Sanitary District’s claims as being barred by the statute of limitations of Minn.Stat. § 541.051, subd. 1(a) (1988). Respondent Orfei & Sons, Inc. has noticed review of whether the Sanitary District’s *783 claims are barred by contractual agreement and the statute of limitations for contract actions. Respondent Interpaee Corporation has noticed review of whether the Sanitary District’s claims are barred by the Uniform Commercial Code. We affirm in part, reverse in part and remand for further proceedings consistent with this opinion.

FACTS

On December 2, 1971, the Sanitary District contracted with respondent Consoer, Townsend & Associates, Inc. (now known as PRC Engineering) for Consoer to perform engineering services in connection with the construction of a waste water treatment system. The Sanitary District alleges Consoer undertook overall responsibility to see that the project would meet Consoer’s design data.

The Sanitary District also entered into a contract on September 30, 1974, with Orfei for installation of a Division E section of pipeline. Interpace designed and manufactured the 1,400 16-foot sections of pre-stressed pipe used in Division E pursuant to a contract between it and Orfei. Respondents Madison Management Group, Inc., Clevepak Corp. and GHA Lock Joint, Inc. are alleged to have succeeded to liabilities of Interpace.

The Sanitary District points to several contract provisions that it alleges created a continuing obligation on the part of Con-soer to the Sanitary District. The Sanitary District also notes Consoer sent representatives to investigate when problems later developed.

Respondents allege Division E was substantially completed by November 1, 1975. The Sanitary District acknowledges accepting Division E as complete on September 1, 1976.

On December 3, 1980, a rupture in the shaft of a 16-foot section of the Division E pipeline occurred, discharging 300,000 gallons of sewage into the Maki swamp and 30 million gallons of sewage into the St. Louis River. In a December 11, 1980 letter to the Minnesota Pollution Control Agency, David R. Shefchik, an engineer with the Sanitary District, wrote:

It is my opinion that this failure is an isolated incident and that the pipe was either originally defective or somehow damaged during installation, and failed at the time when the system was momentarily subject to a regular and normal surge (change of pump sequence at the Scanlon lift station). The surges over a period of time evidently so weakened the pipe as to eventually cause its failure.

Another rupture occurred on March 3, 1981, spilling 180,000 gallons of sewage into the swamp and 22.5 million gallons of sewage into the river. The rupture was within 90 feet of the first rupture. On March 9, 1981, Shefchik wrote notes of a telephone call he made to Harry Brenner at Interpace. He said:

I informed Harry of the urgency in reaching some conclusions regarding the failures at Scanlon and he said he is sure their company would be willing to carry out any type of testing at any location we would wish.
* * * * * ⅝:
Harry did say he is concerned about the 14 pieces of pipe * * * in the area of the latest failure * * * as he feels additional pipe may have been damaged by surges.
Harry is confident that the Interpace pipe will pass the test.

On March 6, 1981, the Sanitary District sent two samples of the reinforcing wire from the second ruptured pipe to Lakehead Testing Laboratory, Inc. in Duluth for tensile tests. Lakehead’s March 19, 1981 report shows the tensile strength was far greater than that indicated in the Interpace shop drawing.

The Sanitary District hired an independent consulting engineering firm, RREM, Inc., on March 16, 1981. RREM was authorized to “investigate the probable cause of the pipeline failures through the analysis of possible transient pressures.” At his deposition, Shefchik testified the Sanitary District thought the transient pressures should be checked because Harry Brenner of Interpace had told the Sanitary District *784 that 14 lengths of pipe near the rupture sites might be at risk due to surge pressure and prior damage to the pipe.

In its report, RREM recommended the Sanitary District install new valves and make changes in the pump control and operation to minimize the possibility of excessive pressures occurring in the pipeline. During 1981, the Sanitary District made some of the suggested changes in the pipeline. The report also noted a danger of underground pipe breakage due to frost in the geographical area. The report suggested there might be other damaged pipe in the area of the ruptures.

Testing of pipes from the second rupture was also done at the Interpace laboratory. On June 30, 1981, Interpace submitted a report that concluded both ruptures were associated with pump switching operation and power interruption, the wire generally met contract standards and additional pipe probably was damaged in the area of the two ruptures. It recommended examination of pipe remaining in the area.

On August 13, 1981, Consoer sent the Sanitary District information about new valves as recommended by RREM. That information consisted of a Consoer internal memorandum from George Ku to Wesley Gallup. In it, Ku said, “these valves should provide the needed protection to the force main pipeline.”

On April 28, 1982, the Division E pipeline ruptured again, spilling 360,000 gallons of sewage into the swamp and 14.4 million gallons of sewage into the river. According to an affidavit filed by Shefchik, the Sanitary District thought the April 28, 1982 rupture was the result of pipe having been damaged by pressure surges related to the first two ruptures. The Sanitary District alleges it thought the changes to the pump control systems and the replacement of the pipe it considered surge-damaged would solve any future problems.

There were no more problems with the Division E pipeline for nearly 3½ years. On September 5, 1985, another rupture occurred. It spilled 36.3 million gallons of sewage into the river.

The Sanitary District sent wires from the 1985 ruptured pipe to Twin City Testing in St. Paul, Minnesota for a metallurgical examination. Twin City issued a report on November 11, 1985, in which it was concluded the wire was defective because it contained longitudinal seams. It was suggested that the same process that produced the high tensile strength found by the tests done by Lakehead and Interpace also produced the defective seams.

In December 1985 homeowners living around the swamp sued the Sanitary District for discharge of sewage into the swamp. On July 24, 1986, the Sanitary District sued Orfei and Interpace. The Sanitary District did not sue Consoer then.

The homeowners started new lawsuits against the Sanitary District, Orfei, Inter-pace and Consoer in St. Louis County on March 11, 1987 and dismissed their suits brought in Carlton County in 1985. The homeowners’ suits were eventually consolidated with the Sanitary District’s suit.

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Bluebook (online)
463 N.W.2d 781, 1990 Minn. App. LEXIS 1219, 1990 WL 195077, Counsel Stack Legal Research, https://law.counselstack.com/opinion/western-lake-superior-sanitary-district-v-orfei-sons-inc-minnctapp-1990.