Allen v. K.P. Timber Company

53 P.2d 29, 152 Or. 176, 1935 Ore. LEXIS 66
CourtOregon Supreme Court
DecidedDecember 12, 1935
StatusPublished
Cited by3 cases

This text of 53 P.2d 29 (Allen v. K.P. Timber Company) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Allen v. K.P. Timber Company, 53 P.2d 29, 152 Or. 176, 1935 Ore. LEXIS 66 (Or. 1935).

Opinion

CAMPBELL, C. J.

This is an action brought by the administrator of the estate of one Milo C. Allen, deceased, for damages for the death of the administrator’s *177 decedent. On the trial in the circuit court, there was a verdict and judgment for plaintiff. Defendant appeals.

The court’s refusal to grant an involuntary non-suit and to direct a verdict for defendant on the ground that no actionable negligence has been shown is the first two assignments of error. The first nine assignments of error are all embraced in the first two, that is, a disposition of the first two automatically disposes of the next seven.

On December 25, 1933, and for some time prior thereto, the deceased and his family were living in a house on a tract of land situate in Columbia county about one mile easterly of the town of Kerry. The house was located about 75 feet south of the Lower Columbia River Highway, and close to a small stream of water known as OK creek. On the above date, an immense wall of water carrying rocks, earth, logs and timbers, came down the creek gorge overflowing the banks of the stream and spread over the land, destroyed the house and killed deceased.

The defendant, on that date, was the owner of a railroad running from the town of Kerry in a general southerly direction for a distance of 31 miles through a precipitous mountainous country cut with many deep canyons. The railroad intersected OK creek about one mile and one-third upstream from the residence of deceased. It was built across OK creek on a pile-trestle bridge 250 feet long and 90 feet high above the bed of the stream. The walls of the canyon or gorge through which the stream flows at that point, and for some distance above and below the bridge, are mostly rock and very precipitous—in some places almost perpendicular. The bed of the stream has a steep descending grade and the water flows rapidly.

*178 After the railroad had been constructed, the canyon under the bridge across OK creek was idled with earth, mostly sand, taken from other parts of the roadbed until it was filled up to nearly the top of the trestle. The intention of the builder and owner was to eventually supplant the trestle bridges with fills. The fill was made by hauling the material from other parts of the roadbed in dumpears and dumping it from the track on the trestle. The process of filling extended over a five-year period. At the time of the accident, the fill had settled to a height of about 60 feet. To take care of the flow of the stream, a 14-inch corrugated iron culvert was enclosed in a wooden crib in the bottom of the fill. The base of the fill was about 200 feet wide up and down stream.

During the months of November and December, 1933, the rainfall in that locality was more continuous than usual and the ground became well saturated, causing slides and washouts. On December 21, 1933, the water began rising in the canyon above the fill. On the morning of December 25, the water had risen to a depth of somewhere between 20 and 40 feet. Under this pressure, the fill suddenly gave way carrying a large part of the bridge with it. A wall of water and debris came down the canyon, overflowed the banks, spread out over the flat land, doing the damage alleged in the complaint.

Defendant became the owner of the railroad by purchase in the year 1925. The evidence shows that in the winter of 1920-21 the culvert in the said fill became obstructed and the water backed up. When the water reached a depth of 10 or 15 feet, the then owner, realizing the danger, put a steam pump to work and discharged it over the fill until it was reduced so that the obstruction could be removed. The obstruction, at that time, was a stump that had floated down stream and *179 lodged at the intake of the culvert. In order to prevent a similar occurrence, small cedar piling were driven about 10 feet from and around the intake of the culvert. This piling was fastened together at the top so as to form a sort of weir or screen and thus prevent accumulation of debris against the opening of the culvert.

Sometime before December 25,1933, this screen disappeared—either having rotted out or was removed. After the accident, parts of the culvert were examined and were found choked—mostly with impacted earth. The record does not disclose what parts of the culvert were so examined or if it was so choked all the way through.

The real question presented is found in the first assignments of error. The contention of defendant is that the exceptionally heavy rainfall that occurred during the months of November and December, 1933, could not have been reasonably foreseen. Granting that this contention is true, it could have been foreseen that the culvert under the fill might become choked, as it had been in 1921, and thereby impound a large quantity of water which the fill was in no condition to withstand. It was not intended to use the fill as a dam.

The preponderance of the evidence is, and there can be but little doubt but, that the breaking of the fill and the sudden releasing of the large quantity of water was the proximate cause of the death of deceased.

The screen at the intake of the culvert had been destroyed or removed long before the time of the accident. Defendant, through its tunnel watchman and section foreman, knew, on December 21, that the water was being impounded, but made no effort to release the water gradually, and failed to warn any one living below the fill. The evidence is to the effect that from where the fill went out, down to its mouth, the stream *180 bed and the walls of the canyon were scoured to bedrock ; all the ferns and undergrowth were carried away; that for some distance above the fill there was no evidence of a landslide or a scouring or washing away of the shrubbery or undergrowth. Where the water was impounded the ferns and undergrowth were flattened out. There is no evidence of a cloudburst or sudden downpour in the drainage above the fill—just a continuous, steady rainfall. This is shown by the fact that the water was rising behind the fill for three or four days before the accident.

In Crawford v. Cobbs & Mitchell Company, 121 Or. 628 (253 P. 3, 257 P. 16), the facts were that the defendant maintained, in connection with its sawmill, a dam across the Siletz river near its source. During the month of November, 1921, there was a severe and unusual storm and a very heavy rainfall, causing the river to overflow its banks and defendant’s dam. The dam was equipped with a floodgate 18 feet wide. When the water began to overflow the dam, the defendant opened the floodgate releasing a large quantity of water which raced down the stream and overflowed plaintiff’s land 40 miles below. This court, in passing upon the question of defendant’s liability said that certain principles of law were well-settled, and one of these principles was that defendant “. . . had no right, after having impounded the water, to release it in larger quantities than were then flowing into it from above thereby adding to the normal flow of water so released by their act in raising the floodgate”.

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Related

Wellman v. Kelley & Harrison
252 P.2d 816 (Oregon Supreme Court, 1953)
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230 P.2d 195 (Oregon Supreme Court, 1951)

Cite This Page — Counsel Stack

Bluebook (online)
53 P.2d 29, 152 Or. 176, 1935 Ore. LEXIS 66, Counsel Stack Legal Research, https://law.counselstack.com/opinion/allen-v-kp-timber-company-or-1935.