Halligan v. Elander

25 N.W.2d 13, 147 Neb. 709, 1946 Neb. LEXIS 116
Nebraska Supreme Court·Decided November 22, 1946·No. Nos. 31961 and 31965·Published·Cited by 14 cases

Opinion

Chappell, J.

A former opinion in this case is reported ante p. 156, 22 N. W. 2d 647. Therein we dismissed plaintiff’s petition and supplemental petition, intervener’s petition, and the [711]*711landowner defendants’ cross-petitions, reversing the judgment of the trial court, which found generally for plaintiffs. However, reargument was allowed and upon reconsideration, we conclude that our former opinion should be and hereby is vacated and set aside. In so doing, we arrive at substantially the same result, but base our conclusions upon other grounds, which we believe to be more tenable as well as decisive of all other important issues presented by the record.

Plaintiff’s action was in equity to obtain injunctive relief designed to abate seepage upon their agricultural lands, alleged to have been caused by the projects of defendants. The Central Nebraska Public Power and Irrigation District will be hereinafter called “Central,” and intervener, Platte Valley Public Power and Irrigation District, hereinafter called “Platte Valley.” Both such districts were organized under chapter 70, article 6, R. S. 1943. All of the lands involved are in Lincoln County, Nebraska. Since the trial court found in its decree that Victor H. Halligan was the owner of the Southeast Quarter (SE%) and North Half (Ni/3) of‘Section Eighteen (18) and all land lying south of the Platte River in Section Seven (7), Township Thirteen (13), Range Twenty-nine (29) West of the 6th P. M., and Section Fifteen (15), Township Thirteen (13), Range Thirty (30) West of the 6th P. M. at time of trial, he will be hereinafter called plaintiff.

All parties owning lands adjacent to or between plaintiff’s two tracts of land and over which Fremont Slough, a natural watercourse, flows to' the east into Little River, were made defendants. The land of defendant Reynolds, who defaulted, and is not involved in this appeal, is in Section Seventeen (17), adjacent to Section Eighteen (18) on the east. Defendant Whites’ land is the Southwest Quarter (SW1/^) of Section Eighteen (18). Fremont Slough flows only across the extreme northwest corner of their land, then follows the section line, but on plaintiff’s land, having been straightened by agreement with the Whites. Defendant Elanders’ land is the East Half of the [712]*712East Half (E%E%) of Section Thirteen (13), adjacent to Section Eighteen (18) on the west, and lots Nine (9) and Ten (10) of Section Twelve (12). Defendant Rices’ land is the West Half of the East Half (W%EV^) of Section Thirteen (13), adjacent to Elanders on the west, and lot Eleven (11) of Section Twelve (12). Defendant Talbots’ land is the West Half (W%) of Section Thirteen (13), and the West Half (Wy2) of Section Twelve (12), lying south of the South Platte River, adjacent to Rices on the west. The land of defendants Pizer and Bergman, who defaulted and are not involved in this appeal, is Section Fourteen (14), adjacent to plaintiff’s Section Fifteen (15) on the east, the South Half (S%) of Section Eleven (11) lying south of the South Platte River, and the East Half (Ey2) of Section Ten (10) lying south of the South Platte River. All of the land involved is almost level and slopes generally slightly to the east.

Bearing in mind the ownership and relative location of the lands involved, a brief undisputed history of the construction of the projects, becomes important. In 1940, Central completed a diversion works across the Platte River just below the confluence of the North and South Platte Rivers near the east line of Section Seven (7), which diverted waters from the Platte River into a supply canal constructed from the south end of the diversion along the east side of Sections Seven (7) and Eighteen (18). To. confine flood waters of the South Platte River coming down from the west to the channel of the river, Central constructed a large dike with a borrow pit on the west side from the head gate southwest across Sections Seven (7) and Twelve (12), to a point a short distance east of the center of Section Thirteen (13).

Central’s borrow pit crosses Fremont Slough on Rices’ land. There a culvert was placed in Fremont Slough under the dike to permit its waters coming down from the west to flow on down the slough. North of the slough, on Rices' land, Central constructed a road crossing over the borrow pit for Rices’ use, under which are two culverts slightly [713]*713higher than the one in Fremont Slough, to force water down the slough before it overflows into the pit. A similar road crossing with three culverts was constructed for Elanders’ use farther north, where the dike and borrow pit cross the Little River.

Central’s operations began in January 1941. In the spring, plaintiff contended that his land was seeped. At his request, Central constructed certain drainage ditches wholly on plaintiff’s land, designed to alleviate seepage. One such followed Little River, a natural watercourse. That ditch crossed Sections Seven (7) and Eighteen (18) from the northwest in a southeasterly direction, and at the west end turned south along the west edge of Sections Seven (7) and Eighteen (18) for some distance. Another such ditch followed Fremont Slough, straightening and deepening the bed thereof and then turned north along the west edge of Section Eighteen (18) for some distance. Fremont Slough was not altered in any respect on the lands of Elander, Rice or Talbot.

Platte Valley completed its primary construction in 1936 and in 1938 began the diversion of waters from the North Platte River through its canal and diversion system into its regulating reservoir and therefrom through its intake canal and forebay, waters were discharged through its house to develop electric power and be returned through its tailrace to the South Platte River channels for delivery to irrigation ditches east of North Platte. From its operations, waters were lost by seepage into lands along the South Platte River, which it attempted to drain by utilizing natural watercourses along the South Platte, including Fremont Slough. Complaint was made that seepage developed on Sections Fourteen (14) and Fifteen (15). In 1943, at the request of plaintiff and the owners of Section Fourteen (14), Platte Valley straightened and deepened Fremont Slough westward from the east line of Section Fourteen (14) to the west line of Section Fifteen (15), with stub drainage ditches designed to relieve seepage and extending from the south into Fremont Slough [714]*714near the center of both sections.

We come then to the issues presented by the record. The pleadings, insofar as important, all ask for general equitable relief and are substantially as follows: Plaintiff, in his original petition, described Central’s original construction, which it is alleged raised the water table on Sections Seven (7) and Eighteen (18) from five to eight feet, creating, seepage, and that at plaintiff’s request, Central constructed the ditches heretofore described, designed to alleviate the condition. He alleged that such construction operated satisfactorily until a g-reater amount of water than its normal flow started to come down Fremont Slough from Platte Valley construction to the west, passed through the culverts on the Rice land and overburdened the ditches constructed by Central on Sections Seven (7) and Eighteen (18). It is alleged that he demanded of Central that it regulate the flow through the culvert under the dike by placing a

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Halligan v. Elander, 25 N.W.2d 13, 147 Neb. 709, 1946 Neb. LEXIS 116 (Neb. 1946).

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