Charles & Janice Wolfe, V State Dept Of Transportation

Court of Appeals of Washington·Decided June 18, 2018·No. 77741-6·Unpublished

Opinion

TILED

COURT OF APPEALS ON I ' It

STATE OF VIASiiitiGTOR

20113 JUN 8 AK 9: 3

IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON

CHARLES WOLFE,a single person, No. 77741-6-1 and JANICE WOLFE, a single person, and JOHN and DEE ANTTONEN, and the marital community comprised thereof,

Appellants,

DIVISION ONE

STATE OF WASHINGTON, ) DEPARTMENT OF ) TRANSPORTATION, ) UNPUBLISHED OPINION )

Respondent. ) FILED: June 18, 2018 )

MANN,A.C.J. —Appellants Charles and Janice Wolfe and John and Dee Anttonen (collectively Wolfe) own property downstream of the Naselle River Bridge in Pacific County. Wolfe sued the Washington State Department of Transportation (WSDOT)in 2014, alleging that the bridge was a public nuisance. The case proceeded to a bench trial. After Wolfe rested, the trial court granted WSDOT's motion for involuntary dismissal. Wolfe appeals the trial court's findings, conclusions, and order of dismissal.

Because substantial evidence supports the trial court's findings, and those findings support its conclusions of law, we affirm.

- No. 77741-6-1/2 ,

FACTS

In 1926, WSDOT commissioned the construction of a bridge to accommodate a state highway, now known as SR 4.1 The bridge was designed to span the Naselle River, approximately 200 feet. In order to elevate the roadway to accommodate this span, a 600-foot earth-fill embankment(approach embankment) was built on the northwesterly bank of the river. The bridge was replaced in 1985. The 1985 bridge was widened to 36 feet, and raised 6 feet to obtain flood clearance; the approach embankment was also raised 6 feet. Like the 1926 bridge, the 1985 bridge spanned approximately 200 feet, which cleared the channel of the Naselle River flowing underneath. One of the bridge piers was repaired in 1998. This repair included installing a riprap adjacent to one of the bridge piers to protect it from river scour.2 In 2004, Charles and Janice Wolfe purchased a nearby parcel of real property downstream of the bridge (Wolfe property). The Wolfes then purchased a neighboring parcel that abuts the Wolfe property to the east. In 2007, the Wolfes conveyed the second property to John and Dee Anttonen (Anttonen property). Both properties experience recurring flooding and bank erosion that the parties maintain was caused by the bridge, particularly the realignment of the bridge piers in 1985 that redirected the river toward their properties.

1 Both parties substantially rely on the trial court's findings of fact in their "Statement of the Case."

The majority of the trial court's findings of fact are unchallenged, and unchallenged findings of fact are verities on appeal. Cowiche Canyon Conservancy v. Bosley, 118 Wn.2d 801, 808, 828 P.2d 549(1992). Wolfe does assign error to findings of fact, 1.31-1.34, 1.36, 1.40-1.46.

2 Riprap is "a foundation or sustaining wall of stones thrown together without order (as in deep water on a soft bottom, or on an embankment to prevent erosion)." WEBSTER'S THIRD NEW INTERNATIONAL DICTIONARY 1960(2002).

No. 77741-6-1/3

In 2010, Wolfe sued WSDOT in Pacific County Superior Court alleging inverse condemnation, negligence, and nuisance (Wolfe I). Wolfe I was dismissed by the superior court. The dismissal was affirmed by Wolfe v. Dep't of Transp., 173 Wn. App. 302, 293 P.3d 1244(2013).

In 2014, Wolfe again sued WSDOT in Thurston County Superior Court(Wolfe II), alleging the bridge was a public nuisance and seeking an abatement of the nuisance. The trial court denied WSDOT's motion for summary judgment, finding that a floodplain obstruction claim was actionable under Washington's public nuisance laws. To avoid the doctrine of res judicata, however, Wolfe's public nuisance claims were limited to (1) an "obstruction" claim under RCW 7.48.140(3), and (2) a "pollution" claim under RCW 7.48.140(2).

Wolfe!! proceeded as a bench trial. Wolfe called four witnesses, plaintiff Colonel John Anttonen, expert Russ Lawrence, plaintiff Charles Wolfe, and expert Kimberly Schaumburg.

Anttonen testified to the flooding and erosion he had seen on his property.

Anttonen described how he had looked at the FEMA floodplain map before deciding where to build his house, but noticed that more areas had been flooding than were designated by the floodplain. Anttonen also testified that the area of his property included in the FEMA floodplain maps had increased, thereby reducing the value of his property. Anttonen explained that he had reached out to agencies and experts to determine the cause of the erosion on his property. In response, WSDOT inspected the property and WSDOT engineer Jim Park prepared a report(Park report). The Park report concluded the erosion was caused by natural river meander. Anttonen then hired

No. 77741-6-1/4

Pacific Water Resources to review the Park report. Pacific Water Resources believed that the erosion was being driven by the way the bridge was built. Finally, Anttonen testified that he fished in the area and regularly witnessed other people fishing in the area.

Russ Lawrence, a fluvial geomorphologist, testified as an expert witness.

Lawrence opined that the bridge and its approach embankment are obstructing the Naselle River. Lawrence based his testimony on his 2011 examination of the Wolfe property. 3 Lawrence testified that the placement of the fill in the 600-foot area within the floodway constricted the natural course of the river and interfered with the natural meandering of the river. Lawrence also testified that the piers for the 1985 bridge were rotated 15-degrees south, changing the water flow and increasing the velocity in the direction of the plaintiff's property. This, he explained, subsequently caused increased erosion below the bridge and caused the flow of the river to change. Finding of Fact (Finding) 1.23.4 Lawrence testified he "would expect" the change in pier orientation would cause "the flood levels above the bridge to be incrementally reduced and below the bridge to be incrementally increased." Lawrence did not, however, testify that flooding had actually increased downstream of the bridge or that the bridge was the cause of increased flooding downstream.5

3 Lawrence summarized his findings in a report entitled, "Geomorphic Evaluation of the Impacts of the SR 4 Bridge Across the Naselle River, SR 4 milepost 6.06." Lawrence's testimony was veritably a reiteration of this report.

4 In Wolfe's opening brief, Wolfe states "Findings of Fact 1.26 through 1.30(CP 1507)" correctly capture his expert testimony.

5 See Unchallenged Finding 1.31: "The Wolfe and Anttonen properties have experienced inundation by floodwater during flooding events. However, the court does not find sufficient evidence to establish that the bridge or earth fill approach was the cause of the increased flooding events."

No. 77741-6-1/5

Lawrence reluctantly agreed there are other banks along the Naselle River that are eroding, unrelated to the bank on the Wolfe and Anttonen properties. Lawrence also agreed that the erosion has been occurring "throughout the system" at a higher rate due to a greater frequency of high flow events. Although Lawrence opined that it was worse near the bridge, Lawrence did not state what other areas of the river he had examined to support this statement.6 Finally, Lawrence stated that the earth fill approach does not obstruct the flow of the river below the "ordinary high water mark," and that "the bridge, as it currently exists, is wide enough to pass a tankful!' event without upstream or downstream impacts."7 Findings 1.23-1.24. According to Lawrence, his conclusion was "that the reorientation of the piers supporting the bridge did not ameliorate the floodplain construction and increased downstream erosion."

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