Nichol v. Yocum

113 N.W.2d 195, 173 Neb. 298, 1962 Neb. LEXIS 25
CourtNebraska Supreme Court
DecidedFebruary 9, 1962
Docket35096
StatusPublished
Cited by36 cases

This text of 113 N.W.2d 195 (Nichol v. Yocum) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nichol v. Yocum, 113 N.W.2d 195, 173 Neb. 298, 1962 Neb. LEXIS 25 (Neb. 1962).

Opinion

Carter, J.

This is an action brought in the district court for Scotts Bluff County to obtain a mandatory injunction to compel defendants to remove an earthen embankment which is alleged to have obstructed the natural flow of surface waters and to permanently enjoin any interference with the natural flow of such waters. The trial court found for the defendants and plaintiffs and intervener have appealed.

The plaintiffs are the owners of the south half of the southeast quarter of Section 11, Township 22 North, Range 56 West of the 6th P. M., Scotts Bluff County, Nebraska. The intervener, Arthur Pieper, is the owner of the north half of the southeast quarter of said Section 11. The defendants, Ada A. Yocum, Arthur L. Yocum, and Maybelle Luxa, are the owners of the southwest quarter of said Section 11. The defendant A. C. Smith Company, Inc., is the contractor engaged in constructing the embankment at the time the suit was *300 brought. Defendant Reuben Herdt is an employee of A. C. Smith Company, Inc. We shall hereafter refer to the owners of the above-described lands as plaintiffs, intervener, and defendants, respectively.

The lands owned by plaintiffs and intervener join the land owned by the defendants on the east, there being a common boundary line between them. There is a railroad grade which crosses the northeast corner of plaintiffs’ land and continues through intervener’s land in a northwesterly direction. A concrete irrigation lateral enters the land of the intervener from that of the defendants at a point approximately 400 feet north of the southwest corner of intervener’s land. This irrigation lateral follows a southeasterly course to intervener’s south property line, thence east to the railroad grade. There is no flow of surface waters to the south from above this irrigation lateral.

The land of the plaintiffs slopes to the north and west. The lands to the south of those owned by plaintiffs and defendants slope to the north and generally to the west. Along the south line of defendants’ land is a second irrigation lateral partly earthen and partly concrete, which conveys irrigation water to the south part of defendants’ land. Because of this lateral, surface waters directly south cannot flow upon defendants’ land except in times of heavy floods. Surface waters directly south of the defendants’ land follow this irrigation lateral to the southeast corner of defendants’ land, where they turn north onto the land of the plaintiffs.

The surface waters originating south of defendants’ and plaintiffs’ lands, as well as those originating on plaintiffs’ land, flow to the north and thence to the west toward the northwest corner of plaintiffs’ land.

The evidence shows that on the common boundary line between the lands of plaintiffs and the intervener and that of the defendants there is low ground for a distance of approximately 900 feet through which the aforesaid surface waters flowed upon the land of the defendants *301 prior to the construction of the embankment involved herein. The evidence also shows that defendants’ land is lower than the land of the plaintiffs and the intervener. Prior to the construction of the embankment the waters flowed from plaintiffs’ and intervener’s land onto that of the defendants and ponded in a low area in the southwest quarter of defendants’ land. This low area on defendants’ land becomes covered with water to as much as 40 acres, depending upon the amount of rainfall and surface runoff. There is no outlet from this low area and water stands upon it until it evaporates or percolates into the soil. There is evidence that in most years crops have been damaged or lost because of this accumulation of water on defendants’ land.

With this situation existing the defendants constructed an embankment across the 900 feet of low ground on the east boundary of their land across the area where surface waters were wont to flow in the state of nature from plaintiffs’ and intervener’s lands onto those of the defendants. On June 21, 1959, after a heavy rainfall, the embankment then existing caused water to be backed up and ponded on plaintiffs’ land to the extent of approximately 19 acres and on that of interveners to the extent of 3% acres. The evidence is clear that, if the embankment under construction is completed, plaintiffs’ land in times of heavy rainfall will be covered to the extent of 35 acres or more to the damage of plaintiffs’ land and crops growing thereon. It is not questioned that the land here involved is excellent irrigated land. Plaintiff William A. Niehol, Sr., estimated the value of his land at $500 per acre.

There is little conflict, if any, in the evidence heretofore recited. The defendant Arthur L. Yocum testified that he had two purposes in constructing the embankment. One purpose was to construct an irrigation lateral on the embankment across the low ground so that he could irrigate the south part of his land from his north lateral. This was clearly for convenience only, *302 since the south part of his land could all be irrigated from his south lateral. It was shown by the evidence of an engineer that proper construction could provide for the passage of the surface waters under the proposed irrigation lateral, but the defendant refused to agree to any such construction. There is evidence that plaintiff William A. Nichol, Sr., and intervener protested the construction of the embankment to the defendant Arthur L. Yocum, who replied: “I have taken this flood .water for all of these years, and I’m going to let you take it now.” The other purpose was admittedly to ward off these surface waters for the benefit of the land of these defendants. We think it is clear that the motivating purpose in constructing the embankment was to stem the flow of surface waters from the lands of plaintiffs and intervener to the land of the defendants for the benefit of the defendants.

The parties are in agreement on many aspects of the case. They are in agreement that the waters involved are surface waters derived from rainfall. Admittedly there is no watercourse, live stream or otherwise, as distinguished from mere surface drainage. It is agreed, also, that the waters in question flowed across the lands of plaintiffs and intervener onto defendants’ land in the past and would continue to do so but for the embankment constructed by the defendants. It is further agreed that the embankment when constructed will hold these surface waters on the lands of plaintiff’s and the intervener, and cause waters to pond thereon during and after floods caused by heavy rains. The dispute arises largely over the law applicable to surface waters as it relates to the conditions shown by the evidence about which there is little dispute. A review and rationalization of the authorities as they relate to surface waters and the rights and duties of landowners in respect thereto appears necessary.

It is the contention of the defendants that the waters involved are surface waters, that surface waters are a *303 common enemy, which implies that the owner of land may fight it as he will without liability therefor. That surface waters are a common enemy has been stated, in several opinions of this court. See, Lincoln & B. H. R. R. Co. v. Sutherland, 44 Neb. 526, 62 N. W. 859; Snyder v. Platte Valley Public Power & Irr. Dist., 144 Neb. 308, 13 N. W.

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Bluebook (online)
113 N.W.2d 195, 173 Neb. 298, 1962 Neb. LEXIS 25, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nichol-v-yocum-neb-1962.