North Bend Lumber Co. v. City of Seattle

266 P. 156, 147 Wash. 330, 1928 Wash. LEXIS 569
CourtWashington Supreme Court
DecidedApril 4, 1928
DocketNo. 20951. Department One.
StatusPublished
Cited by8 cases

This text of 266 P. 156 (North Bend Lumber Co. v. City of Seattle) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
North Bend Lumber Co. v. City of Seattle, 266 P. 156, 147 Wash. 330, 1928 Wash. LEXIS 569 (Wash. 1928).

Opinion

Parker, J.

In May, 1919, the plaintiff lumber company commenced this action in the superior court for King county, seeking recovery of damages alleged to have been suffered by it as the result of the negligent action of the defendant city in impounding the waters of Cedar river for generating electric power. More particularly, the claimed damages are alleged to have resulted, in December, 1918, from the city raising the level of the impounded waters to such height that they were thereby caused to escape, through the northerly porous moraine barrier of the city’s impounding reservoir, in such sudden flood quantities as to completely overwhelm and destroy the lumber company’s mill plant, situated some three miles northerly from the city’s reservoir on ground some eight hundred feet lower. The lumber company also, in two additional causes of action, sought recovery upon two assigned damage claims resulting from the same catastrophe.

In December, 1919, the case proceeded to trial in the superior court for'King county, resulting in a verdict in favor of the city. Thereafter, the superior court granted to the lumber company a new trial. In August, 1921, upon the city’s appeal, this court affirmed the superior court’s order granting the new trial. North Bend Lumber Co. v. Seattle, 116 Wash. 500, 199 Pac. 988.

In September, 1925, the lumber company moved the superior court for King county for an order changing the place of the trial of the action to some other county, on the ground “that an impartial trial cannot be had in King county.” In April, 1926, that motion, having *332 been heard upon numerous affidavits, was by the court granted, and an order entered accordingly transferring the case to Pierce county for trial in the superior court for that county. On January 4, 1927, the case proceeded to trial in the superior court for Pierce county and continued without interruption until March 14, 1927, when the jury returned a verdict awarding recovery to the lumber company on its first cause of action in the sum of $313,308.67; on its second cause of action in the sum of $2,475; on its third cause of action in the sum of $21,162.13; the second and third causes of action being the assigned claims. On April 27, 1927, the city’s motion for new trial having been overruled, final judgment was rendered, awarding to the lumber company against the city recovery in accordance with the verdict of the jury. Prom this judgment of the superior court, the city has appealed to this court. The seemingly long delay in finally bringing the casé to trial the second time was because of protracted negotiations and efforts looking to a compromise and settlement of the controversy.

The Cedar river runs generally in a northwesterly direction to a point some two miles below the city’s dam, which was constructed to impound the waters of the river. At that point, the river having fallen some five hundred feet through the canyon below the dam, it turns abruptly to the southwest, there entering and following southwesterly a narrow valley which extends from that point to the northeast into the Snoqualmie river watershed, as well as to the southwest into the Cedar river watershed. The Snoqualmie river, some three miles northeast from the Cedar river, along the portion of the Cedar river’s course in question, also runs generally in a northwesterly direction, roughly paralleling that portion of the Cedar river.

The apparent surface line dividing the watersheds *333 of these rivers crosses the. narrow valley less than one-half mile northerly from where the Cedar river turns to the southwest in the valley; and runs thence easterly, irregularly up the hills, to a point a short distance northerly from the city’s dam, and thence easterly along the glacial moraine approximately one mile to the base of Mt. Washington, which rises between the rivers to an altitude of some 4200 feet above sea level. This moraine divide is. of considerable width and has an extreme elevation of approximately 1600 feet above sea level. Water finding its way into the moraine drains out therefrom, fully as much or more, northerly into the watershed of the Snoqualmie river as southerly into the watershed of the Cedar river. . Indeed, the evidence warrants the conclusion that a considerable quantity of the water within the apparent Cedar river watershed, that is, south of the crest of the moraine, drains through the moraine into the Sno-qualmie watershed.

Rattlesnake lake, a body of water about a mile long and one-quarter of a mile wide, lies in the nárrow valley about one-half mile north of where the Cedar river turns to the southwest, the lake being in the watershed of the Snoqualmie river. A branch of Box-ley creek flows out of the northerly end of the lake, and, about one mile northeasterly therefrom, uniting with another branch of that creek which rises on the northerly slope of the moraine about one mile east of the lake, flows on northerly into the Snoqualmie river some two and one-half miles distant from these respective sources.

The lumber company had constructed, maintained and operated, for many years prior to the catastrophe in question, its large well-equipped sawmill plant on Boxley creek, near where it empties into the Sno-qualmie river. The mill plant of one of the lumber *334 company’s assignees and the property of the other of the lumber company’s assignees were similarly situated, and each was damaged by the catastrophe which damaged the lumber company’s mill plant.

In the year 1914, the city commenced the construction of its concrete dam in the Cedar river, with a view of impounding the waters of that river to generate electric power. There was left a large opening in the foot of the dam, some twelve feet in diameter, to let the river freely flow through while construction work was progressing. The dam was ultimately built so that its crest was about 1600 feet above sea level, with a notch in its crest some thirty feet deep, with a view of ultimately regulating, if necessary, the level of the water when rising above the bottom of the notch.

In October, 1918, the city “plugged” the opening in the bottom of the dam and thereby commenced to raise the waters behind the dam in its reservoir. As the water rose behind the dam, the flow of water from the northerly slope of the moraine into the lake and the branches of Boxley creek increased. On December 23rd, 1918, the surface of the water in the reservoir behind the dam had reached approximately 1550 feet above sea level, and then occurred a large slide and washout on the northerly slope of the moraine above the source of the easterly branch of Boxley creek, reaching up to approximately 1500 feet above sea level, causing the release of a vast quantity of water, the sudden flooding of Boxley creek and the practically complete destruction of the mill plant of the lumber company and the property of its assignees, situated upon and near the creek some two miles down stream and some 700 feet lower. The case was prosecuted in behalf of the lumber company, resulting in the verdict and judgment awarding it recovery upon the theory, in substance, that the city negligently im *335

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Cite This Page — Counsel Stack

Bluebook (online)
266 P. 156, 147 Wash. 330, 1928 Wash. LEXIS 569, Counsel Stack Legal Research, https://law.counselstack.com/opinion/north-bend-lumber-co-v-city-of-seattle-wash-1928.