Sund v. Keating

259 P.2d 1113, 43 Wash. 2d 36, 1953 Wash. LEXIS 280
CourtWashington Supreme Court
DecidedJuly 29, 1953
Docket32298
StatusPublished
Cited by21 cases

This text of 259 P.2d 1113 (Sund v. Keating) 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
Sund v. Keating, 259 P.2d 1113, 43 Wash. 2d 36, 1953 Wash. LEXIS 280 (Wash. 1953).

Opinion

Finley, J.

The plaintiffs instituted an action in the superior court for Mason county to recover damages done to their oyster beds by defendants’ allegedly negligent diversion of a stream. After a trial to the court, fact findings and conclusions of law adverse to the defendants were entered, and judgment was rendered thereon in the amount of five thousand dollars damages. The defendants have appealed.

Before the facts of this case become understandable, it is necessary to describe with some precision the locale involved and the nature of appellants’ operations in connection therewith.

Respondents and appellants are adjoining landowners. The common boundary which separates their lands is known as W. C. Miller’s Balanced U. S. Meander Line. In general, *38 this meander line runs north and south. The respondents’ land lies to the east of this meander line and extends to the extreme low tide line of Hood Canal. The appellants’ land lies west of the meander line and its western boundary extends to the Hood Canal highway.

A small creek, known locally as Clark’s Creek, traverses the southern end of the property of both parties. In general, it runs from west to east. It passes under a small bridge located on the Hood Canal highway, then flows easterly across appellants’ property, then across respondents’ property, and empties into Hood Canal. The testimony is conflicting as to the dimensions of this creek, but it appears it is ordinarily some fifteen to twenty feet wide and about eighteen inches deep. From May to October, the creek is usually dry; but during the rainy season water regularly flows in it, and at flood stages the creek often overflows its otherwise normal course.

In regard to the property of the parties, through the central portion of both tracts (running in an east-west direction) there is a ridge of land some three to four feet higher than the northern and southern extremities of the tracts. From the top of this ridge, the land slopes gently toward the north and south boundaries of the adjoining tracts. Respondent Sund testified that, in relation to the creek, this ridge is about fifty to sixty feet north of the north margin of Clark Creek. There is also testimony in the record to the effect that, before a portion of this ridge was removed by appellants, it had always served as a natural barrier to protect respondents’ land from injury by flood waters and had served to keep the flood waters within the natural channel of the creek.

Appellants wished to improve their property by building a parking lot adjacent to their place of business. The parking lot was to be built by taking materials from another portion of appellants’ land and building up an area which theretofore had been inundated in times of high tide. Accordingly, appellants employed a bulldozer operator to remove gravel and material from the natural ridge and to *39 push the dirt westerly toward the parking area. A cut, running north and south, was made along appellants’ east boundary line (the meander line). This cut was sloping in nature and varied in depth from about three to four feet below the surface of the rest of the ridge to zero feet, some forty feet west of the meander line.

After the cut was started, respondents wrote appellants, stating their fears that high tides might do damage to respondents’ oyster beds by washing thereon loose gravel. A meeting between the parties was proposed, but none took place. After the completion of the cut, in May of 1949, respondents again wrote the appellants, this time expressing their fear that, since so much gravel had been removed from the ridge, the creek might be diverted because of the weakness of the bank, and that a diversion of the stream would damage respondents.

Neither party then did anything to prevent an overflow of the creek at flood time, except that the respondents engaged a bulldozer to deepen the channel of the creek and placed a log at the north bank of the creek.

Toward the latter part of October (shortly after the respondents’ second letter), a freshet of considerable proportion occurred. The waters found their way through the excavated portion of the ridge and carried much debris and gravel onto respondents’ oyster beds, covering them to a depth of about two feet. Soon after the flood, the stream receded to its normal course.

The gist of the respondents’ complaint is that the appellants were liable for negligently conducting their excavating operations by leaving the bank of the stream weakened, thus making it susceptible to giving way in the event of high flood waters. Following a trial without a jury, the court found, in substance, that the appellants had removed a portion of the north bank of Clark Creek, and thereby had created a dangerous condition in event of a flood; that the appellants had refused to take the precautions suggested to them by respondents, such as building a bulkhead to retain the banks of the stream; that, because of the flood, the *40 waters of the stream were diverted onto respondents’ land, and that damages in the extent of five thousand dollars were caused by the acts of appellants.

Before we reach the questions presented by this appeal, certain observations are necessary relative to the pleadings and the theory on which the case was tried. As already noted, the theory of the pleadings is that respondents have a good cause of action for negligent diversion of a watercourse by reason of appellants’ excavation so close to the bank of the stream as to cause the bank to give way and be overflowed at flood time. Although the respondents claim in their brief that the waters of the creek “were deliberately diverted” through respondents’ land, there is absolutely no evidence in the record to support this contention — that is, nowhere in the record do we find any evidence showing that appellants deliberately cut into the channel or banks of Clark Creek with the intent of diverting the creek. Since the cause of action is one based on diversion of a watercourse, the applicable body of law is that relating to watercourses and riparian rights — not the law relative to surface waters. However, because of certain statements we have made in previous cases to the effect that flood waters are surface waters, and hence, being the common enemy, are governed by the rules on surface waters, the trial court approached this case as one involving the law of surface waters.

In the trial court and on appeal, the appellants contended that, since the damages here were caused by flood waters, and since flood waters are surface waters, the common enemy rule was controlling as it is applied in this state with reference to surface waters. Appellants claim that, under the line of authority established by Cass v. Dicks, 14 Wash. 75, 44 Pac. 113, they were privileged to fend off the common enemy (surface waters) as best they saw fit, and that any injury to respondents was damnum absque injuria. On the other hand, in order to avoid the legal consequences which follow once it is found that the damages were caused by surface waters, respondents (both in the trial court and on appeal) took the view that the case at bar is controlled *41 by a line of cases of which Noyes v. Cosselman, 29 Wash.

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Bluebook (online)
259 P.2d 1113, 43 Wash. 2d 36, 1953 Wash. LEXIS 280, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sund-v-keating-wash-1953.