Clements v. Phœnix Utility Co.

237 P. 1062, 119 Kan. 190, 1925 Kan. LEXIS 424
CourtSupreme Court of Kansas
DecidedJuly 11, 1925
DocketNo. 26,012
StatusPublished
Cited by9 cases

This text of 237 P. 1062 (Clements v. Phœnix Utility Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Clements v. Phœnix Utility Co., 237 P. 1062, 119 Kan. 190, 1925 Kan. LEXIS 424 (kan 1925).

Opinion

[191]*191The opinion of the court was delivered by

Harvey, J.:

This is an action for damages to crops growing on bottom land of the Neosho river west of the bed of the stream, which were injured by the increased overflow flood waters of that stream, the increased depth and the current of which flood waters were caused by the grade embankment of defendant’s railroad constructed in the bottom land on the east side of the stream. There was a verdict and judgment for plaintiff, and defendant has appealed.

Defendant constructed along the bottom or low land of the Neosho river a line of railroad about two and one-half miles long from the station at Strauss on the Frisco to its power plant by building a grade two to eight feet high and laying the ordinary ties and rails thereon. The grade was constructed high enough to make drainage for the roadbed, a level place for the track, with culverts for ordinary surface water, but not of sufficient capacity or number to permit the free passage of the overflow water from the river. This was constructed parallel to the general course of the stream, but because of the windings of the stream it was from a few rods to half a mile from the track. The Neosho river is one of the large streams of the state, and prior to reaching the point in question drains an area of perhaps eight thousand square miles. It carries at all times a substantial volume of water, which ordinarily flows within a channel having well-defined banks. It is subject to overflow in times of freshets, and spreads out over the bottom land in places a mile or more wide. The overflow water flows with the general current of the stream, finally returning to the channel or its outlet farther south. These overflows do not occur every year, but are sufficiently frequent to be reasonably anticipated and expected. The effect of the embankment and grade of the defendant railroad was to retain much of the water on the side next to the river and impede its spreading out and flow over the bottom land to the east, increasing the depth of the flood water on the land of the plaintiff on the other side of the river to a depth of from four to fifteen inches greater than it would have been otherwise, and also to cause a current from the river to flow across plaintiff’s land from the upper portion thereof. Previously at the times of high water the flood waters which covered plaintiff’s land came from the lower portion of his land in the way [192]*192of backwater without current. The damages allowed in this case were for the increased damage to crops because of the greater amount of water thrown upon his laúd by reason of the railroad grade and embankment of the defendant.

Appellant takes the position that the owner of land on one side of a river may build an ordinaiy railroad track thereon without liability to the owner of land on the other side, even though the effect may be to interfere with the spread of overflow water during the existence of flood conditions not ordinary to the stream in its usual condition. In other words, it is contended that plaintiff had an absolute right to construct its railroad track along and near the east bank of the river of such height and character as to interfere with the flood water overflow from the river toward the east, and thus to increase the rise in the river so as to cause the flood water on the plaintiff's land west of the river to be deeper and swifter than it otherwise would have been. In support of this contention appellants cite and rely upon Cubbins v. Mississippi River Comm’n, 241 U. S. 351. In that case the Mississippi river commission, created by act of congress, and similar commissions created by acts of the legislatures of the states of Tennessee, Mississippi, Louisiana, Arkansas and Missouri, acting together under the authority of the several acts creating them, had built levees on each side of the Mississippi river to confine its water within its channel or within the levees and to prevent its overflow of the great expanse of lowlands on each side. Cubbins, the owner of a tract of the lowland on one side of the river, for himself and others similarly situated who joined with him, alleging that water had been diverted or held upon his land by reason of the levees, brought a suit to enjoin the Mississippi river commission and the state commissions associated with it from erecting and maintaining the levees. In stating some of -the legal principles pertaining to flow of waters in rivers the court said:

“Without seeking to state or embrace the whole field of the Roman law concerning the flow of water, whether surface or subterranean, or to trace the general differences between that law, if any, as it existed in the ancient law of the continent of Europe, whether customary or written, or as it prevailed in France prior to, and now exists in, the Code Napoleon, one thing may be taken as beyond dispute: that not only under the Roman law, but under all the others, the free flow of water in rivers was secured from undue interruption, and the respective riparian proprietors, in consequence of their right to enjoy the same, were protected from undue interference or burden created by obstructions to the flow, by deflections in its course, or any other act limiting [193]*193the right to enjoy the flow, or causing additional burdens by changing it. But while this was universally true, a limitation to the rule was also universally recognized by which individuals, in case of accidental or extraordinary floods, were entitled to erect such works as would protect them from the consequences of the flood by restraining the same, and that no other riparian owner was entitled to complain of such action upon the ground of injury inflicted thereby, because all, as the result of the accidental and extraordinary condition, were entitled to the enjoyment of the common right to construct works for their own protection.” (p. 363.)

And after referring to authorities in support of the statement made, the opinion continues:

“Were the overflows in this case accidental or extraordinary is, then, the proposition to which the case reduces itself.” (p. 367.)

The court then proceeds to consider the question stated. It refused to take the view argued by the complainant, “that the valley through which the river travels, in all its length and vast expanse, with its great population, its farms, its villages, its towns, its cities, its schools, its colleges, its universities, its manufactories, its network of railroads—some of them transcontinental—are virtually to be considered from a legal point of view as constituting merely the high-water bed of the river” (p. 368), and concluded, from all the circumstances, that even annual overflows of the Mississippi river might be regarded as accidental and extraordinary within the meaning of the rule of law above stated.

The court further considered the power of congress to build the levees under the paramount authority vested in it to improve the navigation of the river and the public nature and character of the work attempted to be enjoined, and the disastrous results to an extensive area, even to the land of the complainant, and denied him relief.

The Cubbins case was followed with reference to damages resulting from the reversion of flood waters by levees in a drainage district in Indian Creek Drain Dist. v. Garrott, 123 Miss.

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Cite This Page — Counsel Stack

Bluebook (online)
237 P. 1062, 119 Kan. 190, 1925 Kan. LEXIS 424, Counsel Stack Legal Research, https://law.counselstack.com/opinion/clements-v-phnix-utility-co-kan-1925.