Lasson v. Seely

238 P.2d 418, 120 Utah 679, 1951 Utah LEXIS 174
CourtUtah Supreme Court
DecidedNovember 19, 1951
Docket7603
StatusPublished
Cited by9 cases

This text of 238 P.2d 418 (Lasson v. Seely) is published on Counsel Stack Legal Research, covering Utah Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lasson v. Seely, 238 P.2d 418, 120 Utah 679, 1951 Utah LEXIS 174 (Utah 1951).

Opinion

McDONOUGH, Justice.

Defendant appeals from a judgment and decree whereby he is enjoined from maintaining a dam in a water-course known as Panawats slough, and incidental damages are *682 assessed against him for depriving- plaintiff of water for irrigation purposes. Defendant contends: (1) That he was and is entitled to erect and maintain such a dam; (2) that plaintiff failed to show any actual damage; (3) that defendant was entitled to recover at least nominal damages on his counterclaim for trespass, and also recover costs.

Panawats slough is a water course, the flow of which is in a northerly direction. It is a tributary of Thistle Creek. The slough crosses a portion of defendant’s 160 acre tract of land. His land is some distance south of plaintiff’s land. Plaintiff is the owner of the right to use the waters of Panawats slough except for two five-day turns for other lower water users, by virtue of a decree dated September 28, 1894. This slough flows as a result of certain springs, and also by the accumulation of run-off of rain water and melting snow, as well as by percolating water which finds its way into the stream as the result of application of irrigation waters on higher ground. Some surplus waters as well as waste waters from irrigation systems at higher elevations, over a period of years, have augumented the natural flow of the slough. Among these waters are the canal waters of Indianola Irrigation Company, in which company defendant is a shareholder. The flow of Panawats slough, therefore, has not been constant, but it has fluctuated greatly, according to the amount of rainfall, and the flow of springs which have fed the natural flow of the stream, as well as the quantities of water wasted from irrigation systems within the catchment area. Plaintiff contends that he is entitled to have come down to him, not only the natural flow of the slough, but also the waters which have heretofore drained into the slough from the irrigation systems, notwithstanding the irrigation waters which have eventually reached the slough have been principally waste waters. Plaintiff claims that no one may erect a dam across the slough to impede the flow of the stream, regardless of the origin of the water. On the other hand, defendant *683 claims no right to use any part of the natural flow of Panawats slough; but he contends that he has a legal right to prevent his surplus irrigation water from going down to plaintiff, and also to utilize his canal water on his own lands as he sees fit. He argues that he has no duty to cause his irrigation water to flow down to plaintiff. In this connection, he contends that he has a right to erect a dam across the slough upon his own land, in order to raise the level of the stream by draining sufficient irrigation water into the slough to enable him to utilize his surplus irrigation water obtained through the Indianola canal, upon a tract of land lying westerly from the slough. He also claims the right to erect dams upon his own land across the slough for purposes of flood control and to prevent erosion.

In order to bring irrigation water across the slough to utilize it on a tract of land westerly from the slough, defendant must either: (a) construct a flume or other conduit across the slough at a sufficiently high level, or (b) construct a dam of sufficient height to raise the water level of the slough to a point that his surplus irrigation water (which otherwise would be waste water), will flow onto his ground on the westerly side of the slough.

When defendant purchased the land in 1947 he observed that a number of gullies had been washed in the channel of the slough 3 and 4 feet deep, as a result of floods, and that under the railroad bridge the bed of the slough had been washed to even greater depth. He plowed contour furrows on the slopes toward the slough, in order to retard the run-off of rain and irrigation water. In 1948, defendant commenced construction of a dam across Panawats slough, within the boundaries of his own land, for two alleged purposes: (1) To raise the water level to such a height that his irrigation water could be used on his land west of the slough, and (2) to prevent further erosion of the stream bed and to remedy flood damage, aid in future flood control, and restore the stream bed to the condition in which *684 defendant knew it to be during- the years prior to flood erosion. He made a dam of earth and debris, the latter being acquired in the process of a clean-up of junk and other refuse from his land. He made no plan and made no provision for installation of any controls or measuring device. During the early part of June 1949, he added some rubbish and hay. He testified that there was a substantial flow in the slough prior to June 15 by reason of the fact that irrigation waters were permitted to flow over the meadows and drain into the slough; but that after June 15th irrigation water was distributed on “turns” to shareholders, which cut down the amount of drainage into the slough.

Plaintiff kept measurements of the water of Panawats slough which flowed over a weir near his land. Up to June 15 there was a substantial flow. Between June 15 and 17, 1949, he was watering a tract of 25 acres of wild hay, alfalfa and grain. On the latter date he measured the flow of 1.36 c.f.s. of water coming over the weir; but on June 21 the flow had dropped to .34 c.f.s. Consequently, he followed the slough on to defendant’s land and found the dam. He testified that he saw no water coming through the dam, and that the water behind the dam was about three feet in depth and considerably below the top of the dam. It rained on June 23 and the flow across his weir was 1.12 c.f.s. From June 27 to July 16, 1949, the flow was constantly at .51 c.f.s., except on June 30 (which was the day after the dam was torn out) when the flow increased to .72 c.f.s., and on July 4 when the flow was .65 c.f.s. On June 28 when plaintiff made his second trip to the dam, be observed that water was leaking through the dam. On June 29, plaintiff and, his agents came on to defendant’s land, and over the protest of defendant tore out the dam. There was a substantial flush of water going down the slough towards plaintiff’s land immediately following the tearing out of the dam. Plaintiff observed that prior to releasing this impounded water, the water had *685 backed up in the slough for a distance of more than 1700 feet south of the dam.

Plaintiff instituted this suit for injunction and for crop damage allegedly caused from loss of water for a period of June 16 to June 29. Defendant counterclaimed for trespass. The trial court awarded plaintiff damages for partial loss of crops as well as for the expense of tearing out the dam, and entered a restraining order to enjoin defendant from constructing or maintaining any dam in the slough, except that he was permitted to construct check dams of such character as

“not to destroy the present perpendicular hanks or alter the bed of said stream, or appreciably interfere with or obstruct the usual, ordinary and continuous flow of the water therein to the plaintiff’s land.”

The court denied defendant any relief on his counterclaim.

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Bluebook (online)
238 P.2d 418, 120 Utah 679, 1951 Utah LEXIS 174, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lasson-v-seely-utah-1951.