State ex rel. Trimble v. Minneapolis, St. Paul & Sault Ste. Marie Railway Co.

150 N.W. 463, 28 N.D. 621, 1914 N.D. LEXIS 144
CourtNorth Dakota Supreme Court
DecidedNovember 2, 1914
StatusPublished
Cited by8 cases

This text of 150 N.W. 463 (State ex rel. Trimble v. Minneapolis, St. Paul & Sault Ste. Marie Railway Co.) is published on Counsel Stack Legal Research, covering North Dakota Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State ex rel. Trimble v. Minneapolis, St. Paul & Sault Ste. Marie Railway Co., 150 N.W. 463, 28 N.D. 621, 1914 N.D. LEXIS 144 (N.D. 1914).

Opinions

Bruce, J.

(after stating the facts as above). We have carefully examined the evidence as to the fifth finding, and are fully satisfied that the obstruction furnished by the bridge is negligible. T. R. Atkinson, the state engineer who made the original survey, and who has since been in charge of the work, testifies that no change has occurred in the channel since 1907; that no excavation will be required under the bi’idge; that he never saw an ice gorge at the bridge; that under the bridge and over the right of way the water is swifter than for a considerable distance either above or below the bridge; that the pilings, in fact, increase and accelerate the flow of water at the bridge and increase its velocity.

These facts are borne out by the testimony of several other witnesses, and all that can be derived from the testimony of the other witnesses is that stated in defendant’s proposed findings Nos. 18, 19, and 21, and which are as follows: “That the Mouse river varies in width from 150 to 200 feet; that it is a shallow stream, varying from about 2 inches to about 3 feet in depth; that it has a mud bottom on which grow, during the summer season, weeds, grass, reeds, and rushes. During the winter season it freezes in many places to the bottom, freezing the earth and weeds and frequently earth in the ice; that when the snow and ice melt in the spring the ice breaks up; the most of it follows the course of the stream, some of it lodges upon the banks where the ice melts, (and no doubt, according to our view of the evidence, but not according to the proposed finding, some of it is impeded by the piles, and tends to temporarily, at least, obstruct the flow of the water). The melting ice leaves more or less debris in the stream and on the banks where the ice melts. The bottom of the stream is of varying elevation. The bottom of the stream across defendant’s right of way is lower and the current is swifter there, and the water has a greater depth, than at any point for more than half a mile above the bridge and for more than a mile below the bridge; that is, there is less deposit [635]*635in the stream across defendant’s right of way than within the distances just stated. The said stream hás a fall of 1.65 feet in the 5 miles above the bridge, and the same fall in the 5 miles below the bridge.

In the spring of 1906 or 1901 when the ice broke np, it lodged against the piling, and backed up for about a quarter of a mile, and remained there for about a week. In a later year the ice lodged against the piling, and backed up for a few yards, and remained there for a day •or two. The last three years it has not blocked against the piling; that no complaint has been made to the railroad company of ice jams; that where bridges supported by piling such as this bridge are in danger from ice jams, they are protected by driving a piling above each row up stream for protection; that it has never been found necessary to drive .such a protecting piling in this stream; that the piling bears no marks of having been jammed by ice; that ice obstructions are readily removable by breaking the cakes of ice, or, in case of an extensive gorge, by dynamiting the same; that one of the chief purposes of the proposed drain, if not its chief purpose, is to remove from the channel of the stream the debris left in the channel of the stream by the ice and from other causes; that the earth under the bridge as it now is could be removed without impairing the strength of the bridge, and without imposing any additional expenses upon the railway company to strengthen its bridge.

One cannot, indeed, read the record in this case without being impressed with the belief that the action at bar is one for the benefit of the contractor, and not of the drainage board or of the counties interested, and that the proceedings were brought not for removing the nuisance of the alleged obstructions to the stream as a drainage conduit, but to allow the dredge and houseboats of the contractor to pass under the same. It is to be remembered, indeed, that the river is not navigable, and that the right of way of the railway company is owned in fee by that company. It is also to be remembered that the railway company is engaged in an important public service and in the carriage of not only intra, but inter, state passengers, freight, and mail. The question, indeed, is an important one. It is extremely necessary to the public that streams shall be crossed by railways, and that the bridges and approaches shall be as thoroughly and permanently constructed as is possible. The right of both the lower and upper riparian owners to the [636]*636unimpeded passage of tlie water, as far as the water is concerned, is of course, conceded, even in unnavigable streams, as well as the right of the public to condemn property for drainage purposes if such condemnation is necessary. Where, however, the natural flow is not to any material extent impeded, and where, as we believe is the fact in this case, a .comparatively small expenditure in the removal of piling could remove the obstruction without requiring the removal of the railroad bridge, and where, indeed, the only purpose of the order seems to be to allow the dredges and machinery which are used in digging or deepening the channel to pass by, — in other words, where the only purpose of the proceeding is to lessen the cost of a portion of the digging and to benefit the contractor, — it seems hardly right to interfere with the property rights of private owners. The case, indeed, is no different than if the railroad bridge had been a municipal bridge, a mill, a farmer’s bridge, or some other similar structure.

It is stipulated, indeed, in this case, that the earth can be removed across the right of way under the bridge for $500 without disturbing the piling. The piles can be removed at a cost of $350. If other piling must be put in, it is stipulated that-this can be done for $350. In other words, the evidence seems to show that the railway company for an expense of $850 could remove the dirt so that the channel would be in conformity with the rest of the drainage, and also remove the piling so that there would be no obstruction to the ice, if obstruction there ever was. It has, however, been ordered to remove the whole superstructure at an additional cost of $800, not in order that the stream may be free from obstruction and that the adjacent country may be drained, but that the particular dredges and flatboats of the contractor may be accommodated. Where, indeed, will be the limit ?

The distinction between a navigable and an unnavigable stream has been long recognized. The adjacent property owner must take into consideration the unnavigability, and the duty of accommodating himself to that unnavigability. He has the right, however, to assume that in the case of an unnavigable stream the rights of the riparian owners are the only ones which he must respect. If, for instance, the railroad bridge was 300 feet above a stream, would it be necessary to remove such bridge merely because some contractor had constructed some modern derrick whose mast projected hundreds of feet into the air?

[637]*637We find,- indeed, no ease in the books where any such high-handed procedure has been tolerated, except those in which the railroad company was assessed for benefits on account of the construction of improvements, and on such assessment was given credit for the injury to its property. Lake Erie & W. R. Co. v. Cluggish, 143 Ind. 347, 42 N. E. 743.

The case of State ex rel. Fadley v. Henry County, 157 Ind. 96, 60 N. E. 939, is very much in point.

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Cite This Page — Counsel Stack

Bluebook (online)
150 N.W. 463, 28 N.D. 621, 1914 N.D. LEXIS 144, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-trimble-v-minneapolis-st-paul-sault-ste-marie-railway-nd-1914.