Butler v. Advanced Drainage Systems, Inc.

2006 WI 102, 717 N.W.2d 760, 294 Wis. 2d 397, 2006 Wisc. LEXIS 401
CourtWisconsin Supreme Court
DecidedJuly 13, 2006
Docket2004AP1991
StatusPublished
Cited by14 cases

This text of 2006 WI 102 (Butler v. Advanced Drainage Systems, Inc.) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Butler v. Advanced Drainage Systems, Inc., 2006 WI 102, 717 N.W.2d 760, 294 Wis. 2d 397, 2006 Wisc. LEXIS 401 (Wis. 2006).

Opinions

PATIENCE DRAKE ROGGENSACK, J.

¶ 1. The circuit court granted summary judgment of dismissal to the defendants on the plaintiffs' negligence and nuisance claims.1 The court of appeals affirmed. Because we conclude that the plaintiffs' negligence and nuisance [405]*405claims are precluded by public policy and were properly dismissed, we affirm the court of appeals, albeit on different grounds than those employed by the court of appeals.

I. BACKGROUND

¶ 2. This action arises out of a project to design and install a system to lower the water level (the Project) of Shell Lake (the Lake). The Lake is a bowl-shaped lake, covering approximately 2500 acres. It is located entirely within the boundaries of the City of Shell Lake, Wisconsin (the City). There are more than 400 properties abutting the Lake. The plaintiffs and intervening plaintiffs (collectively, plaintiffs) own properties on the Lake.

¶ 3. The surface water elevation of the Lake has fluctuated significantly over the past century. In the most recent several decades, the water level of the Lake has been rising. As a result, in 1977, the City entered into an agreement with the Wisconsin Department of Natural Resources (DNR) to raise the ordinary high water mark of the Lake. This agreement was developed to aid the City with adoption and administration of a shoreland zoning ordinance, with the understanding that a surface water drain would be installed in order to maintain the water level at or below the ordinary high water mark set by the DNR.

¶ 4. In the meantime, property development surrounding the Lake continued. The water level continued to rise. In 1987-1988, the U.S. Army Corps of Engineers conducted an investigation of the problem and issued a report that suggested plans for water diversion and associated costs. The report showed that the water level had risen in the 1980s and 1990s, and predicted that the water level would continue to rise. It [406]*406noted a drop in water level from 1986-1987 due to record low precipitation, but it noted:

Realizing the potential for flooding of their properties, area residents continue to be concerned despite the fact that the lake level has dropped during the past year. Accordingly, city officials continue to express a need for the development of measures to alleviate the flooding problem.

U.S. Army Corps of Engineers, Reconnaissance Report, Flood Control section 205 at 11 (March 1988 draft).

¶ 5. The 1988 report ultimately concluded:

The level of Shell Lake is presently down from the [] high level of elevation 1221.99 feet msl reached in 1986. However, historical accounts indicate that the lake has the potential for rising to much higher levels. With the return of normal precipitation or precipitation at levels experienced during the period 1977-1986, rising lake levels can once again be expected. Any appreciable rise in the lake level above the high recorded in 1986 could result in catastrophic losses to existing developments.

Id. at 29.

¶ 6. The water level appeared to stabilize in the years immediately following the Army Corps of Engineers report, and plans to install a drain were put on hold. By 1994, the surface water drain that was to have been installed as a result of the 1977 agreement between the DNR and the City was not in place. The DNR investigations of the water level determined that the ordinary high water mark, based on erosion and analyses of vegetation changes, had risen again. Accordingly, the DNR declared an even higher ordinary high water mark. The DNR's report noted that a substantial amount of [407]*407development had occurred on the Lake in low areas, with much of the development occurring below the 100-year floodplain boundary.

¶ 7. In 1997, after the water level had reached 1222.24 feet, mean sea level (msl), then a record high, the City petitioned the DNR to divert water into Sawyer Creek. However, the DNR denied the City's permit application because of the expected negative ecological effects the proposed plan would have on Sawyer Creek.

¶ 8. In 2000, the City met with the DNR staff to review several new options for water diversion. In 2001, the City applied to the DNR for a new permit, this time to divert lake water into the Yellow River. The Project involved placing structures on the bed of the Lake and in the Yellow River that would facilitate the diversion. The Project also called for the construction and installation of drainage pipe along an approximately 4.5 mile route from the Lake to the Yellow River. The intent of the Project was to maintain the Lake near the ordinary high water mark set in 1994. The DNR granted the City's petition for the Project. The estimated cost exceeded $1,600,000. The City intended to fund the project, in part, through $650,000 of special assessments on riparian property owners. In the meantime, emergency pumping was undertaken to temporarily lower the water level.

¶ 9. The City contracted with engineer Daniel Kling (Kling) and his company, Envirosystems Consulting Group, Inc. (Envirosystems), for design and engineering; with Advanced Drainage Systems, Inc. (Advanced Drainage) for the supply of pipes; and with Bob Thompson & Sons and Thompson Sand & Gravel (Thompson) for installation and general contractor services.

¶ 10. Envirosystems created the plans and specifications for the Project. The plans called for 24,000 feet of light-weight high-density polyethylene pipe rated to [408]*408withstand 10.8 pounds per square inch (psi) of pressure. Other types of high-density pipe that could withstand more pressure were considered, but ultimately were rejected.

¶ 11. The Project construction proceeded in the late summer and fall of 2002 when the water level ranged between 1223.91 and 1224.44 feet msl.2 When the pipeline opened for the first time in November 2002, leaks immediately developed and it was shut down for repair. Subsequently, Advanced Drainage found that gaskets on the pipeline had been displaced and that dirt and debris had entered the pipeline. Six attempts were made at a minimum flow rate, and all failed. From November of 2002 to June of 2003, Envi-rosystems, Advanced Drainage, and Thompson attempted to repair the pipeline.

¶ 12. While the attempted repair was underway, the City hired an engineering firm to investigate the Project and to propose solutions. The resulting report concluded that the pipeline's failure stemmed from design and material defects, failure to test the materials and problems with installation. The report suggested several alternative solutions to appropriately accommodate the water pressure, including reconstruction of the pipeline, the use of new types of piping made of different materials, and the insertion of a "slip-line" within the existing pipe.

¶ 13. The City ultimately chose to insert a slip-line of solid wall 80 psi pipe. By March 2004, after the new system of pipe had been in place and iunctioning for several months, the water level had receded to 1222.18 feet msl.

[409]*409¶ 14. A group of riparian property owners filed this action. They sued the City, Envirosystems, Advanced Drainage, Thompson, and their insurers.3 They alleged the following claims for relief that are before us on this appeal:4

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Bluebook (online)
2006 WI 102, 717 N.W.2d 760, 294 Wis. 2d 397, 2006 Wisc. LEXIS 401, Counsel Stack Legal Research, https://law.counselstack.com/opinion/butler-v-advanced-drainage-systems-inc-wis-2006.