Rogers v. Oregon-Washington Railroad & Navigation Co.

156 P. 98, 28 Idaho 609, 1916 Ida. LEXIS 34
CourtIdaho Supreme Court
DecidedFebruary 24, 1916
StatusPublished
Cited by13 cases

This text of 156 P. 98 (Rogers v. Oregon-Washington Railroad & Navigation Co.) is published on Counsel Stack Legal Research, covering Idaho Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rogers v. Oregon-Washington Railroad & Navigation Co., 156 P. 98, 28 Idaho 609, 1916 Ida. LEXIS 34 (Idaho 1916).

Opinions

BUDGE, J.

Respondent, as administrator of the estate of Joseph Papineau, deceased, began this action in the district court to recover damages to a tract of land near Cataldo, alleged to have been suffered during the high water of June, 1913.

The complaint alleges that at the time appellant’s predecessor constructed its railway, it built a long bridge across the Coeur d’Alene river about opposite the lands of respondent; that at that time there existed in the Coeur d’Alene river, at that place, two channels, the southerly one being what is known as the main channel and the northerly one being partially dry during low water but taking care of the [613]*613overflow during high water. Tbe north channel passed through appellant’s bridge at the east end and paralleled the’ railroad track on the north for some distance, while the south channel paralleled the track on the south to a point at the extreme west end of appellant’s bridge, where it passed under the same joining the other channel north of the track.

This bridge, as originally constructed, appears in the record to have been about 1,700 feet in length. For approximately 1,500 feet at the easterly end it was constructed upon piles, the open space beneath the railway tracks and the stream being between twelve and fourteen feet in height. The remainder of the bridge was a span over the south or what has been called the main channel of the river.

Some time after the construction of this bridge the railroad company began filling in the easterly end of it, first filling between 400 and 500 feet in 1902. -In 1908 an additional 400 or 500 feet was filled.

The complaint further alleges that the result, of filling this eastern portion of the bridge was to close the north channel and prevent the waters of the river at times of sudden and great rising thereof, from flowing into and through the north or overflow channel, and that while there still remained a sufficiently large channel to accommodate the waters of said river in times of low water, yet by the cutting off of said north channel the remaining portion of the channel of said river was not large enough to accommodate the waters of the river in high water.

It is further alleged that the waters, at the time of the construction of appellant’s bridge, flowed in a direction somewhat toward said bridge, and that after appellant began filling in said bridge, it experienced som.e difficulty in keeping in its fill on account of the constant washing away thereof by the current bearing toward and upon said fill. To remedy this, a shear dam was erected, the purpose of which was to protect the railroad fill and throw the current of the river, which would otherwise strike said fill and tend to wash away the same, away from said fill and toward the opposite bank of the river.

[614]*614It is not claimed that any damage whatsoever was done to the lands mentioned in the complaint, at any time prior to June, 1913, but it is alleged that in that year the waters of the Coeur d’Alene river experienced a sudden rise and to an unusual height, and that as the same reached the lands of respondent, they were thrown upon said lands with great force, due to the fact that such water could no longer flow freely in the natural channel which had existed prior to the construction of the railway bridge, nor under said railway bridge, for the reason that said bridge had been filled in and the waters shut off from the northerly channel of such river.

On the trial, one of the principal controversies as to the facts was waged around the question of whether the construction of the shear dam and the filling in of the pile approach of the bridge had in fact diverted the current of the Coeur d’Alene river and caused the damage complained of.

Appellant demurred to the complaint upon the grounds, (1) “That it appears from the face of said complaint that the plaintiff has not legal capacity to sue”; (2) “That it appears from the face of the complaint that the same does not state facts sufficient to constitute a cause of action”; and (3) “That the complaint is ambiguous, uncertain and unintelligible in the following respects,” setting out under this third ground numerous alleged instances in which the complaint was subject to this third ground of demurrer.

The demurrer was overruled by the court, and appellant thereafter filed its answer.

This action was tried before the court and jury. At the close of all the testimony appellant moved the court to discharge the jury and render judgment in its favor, on the ground that it appeared from the undisputed facts in the case that the cause of action was barred by the statute of limitations, and that in any event such cause of action, if any existed, obtained only in favor of the owner of the land at the time the river was diverted by the structures in question. This motion was denied, and a verdict was rendered by the jury in favor of respondent. Judgment was there[615]*615upon entered in respondent’s favor, from which judgment this appeal is taken.

Appellant assigns and relies upon the following errors:

“1. The court erred in overruling the appellant’s demurrer to the complaint.
“2. The court erred in sustaining respondent’s objection to the question propounded to the witness Alee Anderson, asking whether in his opinion the presence of a certain line of piles in the south channel of the Coeur d’Alene river would cause the current of the river to' be deflected against the banks of the Papineau lands.
“3. The court erred in admitting, over the objection of the appellant, testimony tending to show damage to the Papineau lands by reason of the banks having been made steep and abrupt, whereas before they were sloping, enabling stock to go down to the river for water.
“4. The court erred in denying appellant’s motion, made at the close of all the testimony and evidence in the case, asking the court to discharge the jury and render judgment in favor of the defendant.”

Specifications of error numbered 1 and 4, involving the court’s ruling upon the demurrer, and denying appellant’s motion made at the conclusion of all of the evidence in the case, are discussed by counsel for appellant in their brief under one head, for the reason, as they state, that both of said specifications of error comprehend practically one question. They claim that by reason of the construction of the shear dam and the filling in of the pile approach to the bridge making a permanent railroad embankment, completed twenty-five and twelve years ago, respectively, the question naturally arises as to whether the cause of action on which the complaint in this case is grounded did not accrue many years before Joseph Papineau became the owner of the land in controversy, and whether or not, in any event, such cause of action is not now barred by the statute of limitations. We think, however, it conclusively appears from the record that appellant first began filling in the approach to the bridge in 1902, and made another fill in 1908. There [616]*616is testimony to the effect that there was some filling done later than 1908. The damage to the land of respondent in this case accrued in 1913, five or six years subsequent to the last filling of the bridge. Approximately one year after the damage occurred this suit was instituted.

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Cite This Page — Counsel Stack

Bluebook (online)
156 P. 98, 28 Idaho 609, 1916 Ida. LEXIS 34, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rogers-v-oregon-washington-railroad-navigation-co-idaho-1916.