Charles & Janice Wolfe, V State Dept Of Transportation

CourtCourt of Appeals of Washington
DecidedJune 18, 2018
Docket77741-6
StatusUnpublished

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Bluebook
Charles & Janice Wolfe, V State Dept Of Transportation, (Wash. Ct. App. 2018).

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STATE OF WASHINGTON, ) DEPARTMENT OF ) TRANSPORTATION, ) UNPUBLISHED OPINION ) Respondent.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). -2- 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

-3- 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." -4- 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

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