Metropolitan Utilities District v. Merritt Beach Co.

140 N.W.2d 626, 179 Neb. 783, 1966 Neb. LEXIS 662
CourtNebraska Supreme Court
DecidedFebruary 25, 1966
Docket36128
StatusPublished
Cited by36 cases

This text of 140 N.W.2d 626 (Metropolitan Utilities District v. Merritt Beach Co.) 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
Metropolitan Utilities District v. Merritt Beach Co., 140 N.W.2d 626, 179 Neb. 783, 1966 Neb. LEXIS 662 (Neb. 1966).

Opinions

Carter, J.

This is an appeal from an order of the Director of Water Resources of Nebraska authorizing the Metropolitan Utilities District of the city of Omaha to supplement its water supply in the maximum amount of 60,-000,000 gallons of ground water per day from a well field located in Sections: 29, 30, 31, and 32, Township 13 North, Range 13 East of the 6th P.M., and tax lots and government lots associated therewith, all located in Sarpy County on the north bank of the Platte River and an island therein. Numerous objections were filed to the grant of the application. Five objectors have appealed from the grant of the application, to wit: Bellevue Rod and Gun Club, Mr. and Mrs. Gerald Merritt, Merritt Brothers Sand and Gravel Company, Merritt Beach Company, and the County of Sarpy, who will hereafter be referred to as Gun Club, the Merritts, Merritt Sand Company, Merrit Beach, and Sarpy County, respectively. The Metropolitan Utilities District will be referred to as M. U. D.

The M. U. D. produced evidence showing that it was in the business of furnishing water to the city of Omaha and its environs. It showed that it was in need of water in the maximum amount of 60,000,000 gallons per day to provide adequate service to its customers with an estimated average use per day of 40,000,000 gallons. The proposed water wells were to be located on the north [786]*786bank of the Platte River and an island adjacent thereto in Sarpy County approximately 5 miles west of the confluence of the Platte River and the Missouri River. The water was to be pumped from a number of wells on property purchased by M. U. D., treated, and conveyed by pipeline to the service area of M. U. D. in and around the city of Omaha.

The objectors, or some of them, raise each of the following issues: (1) Section 46-639, R. S. Supp., 1963, is in violation of Article III, section 14, and of Article I, sections 3, 16, and 21, of the Constitution of Nebraska. (2) The grant of the application amounts to an unlawful diversion of water from one watershed to another. (3) The statute fails to properly limit the legislative powers granted to the Director of Water Resources or to fix adequate standards by which the authority granted is to be administered. (4) The grant of the application to take water for industrial and commercial purposes violates the preferred rights of the objectors to use it for domestic purposes. (5) The grant of the application would constitute a violation of the vested' rights of riparian property owners, in that great damage will accrue by the lowering of the underground water table below the surface of their lands. After a hearing on the application and the objections filed thereto, the Director of Water Resources granted the application.

The evidence shows that the present facilities of M. U. D. for the furnishing of water to- its customers are 140,000,000 gallons per day. The water is taken from the Missouri River and treated at its Florence station. Its future need, based on projected population and customer increases, has been determined to be a maximum of 60,000,000 additional gallons per day. The studies made by engineers and hydrologists indicated that the most feasible plan was to construct a well field of approximately 35 wells on the north bank of the Platte River and the island adjacent thereto, about 5 miles west of the mouth of the river on the riparian lands here[787]*787tofore described. The island is designated in the record as Cedar Island and we hereafter designate it as such. The proposal includes a treating plant on or near the well field and a pipe line to transport the treated water into the present facilities of M. U. D. The estimated cost of the project is $15,030,000.

M. U. D. has purchased 600 acres of land in or adjacent to the Platte River upon which the well field and treating plant are to be constructed. ' The main current of the Platte River is south of Cedar Island. The island is separated from the north bank of the river by a chute which carries water only a part of the time. The plans show that 18 yrater wells will be constructed on Cedar Island and the remaining wells on the north side of the river. All of the water will be pumped from the ground, a direct diversion of water from the river not being contemplated.

By expert evidence it is shown that the aquifer from which the water is to be pumped underlies some 1,200 acres of land more than a mile wide and 50 to 100 feet in depth. The Platte River flows over the south edge of the aquifer. The wells are to be located 175 feet or more from the river and will be from 50 to 65 feet in depth

The aquifer, which includes the 600 acres of land purchased by M. U. D., has the capacity of producing 60,-000,000 gallons of water per day. The evidence of the experts is that the source of the recharge of the aquifer, to replace the water pumped, will be 4,000,000 gallons per day from underground waters and 56,000,000 gallons per day from surface waters, primarily the Platte River. It is estimated that the aquifer would produce 60,000,000 gallons of water per day for 15 days after the Platte River contained no natural flow, if such an event would ever occur.

The expert testimony is to the effect that the operation of the pumps will lower the water table to its greatest depth at the location of the wells. This draw-down. [788]*788of the water table tapers up and away from the bottom of the wells to the point where it has no effect on the static water table. The area thus affected between the point of productivity and the upward and outward slope to nonexistence is referred to as the cone of influence. The slope of the water table thus described produces the gradient which induces the movement of water that recharges the aquifer whatever be its source, including the surface water flowing in the Platte River. It is apparent from this evidence that there will be no lowering of the static water table beyond the cone of influence created by the pumping of 60,000,000 gallons of water per day. An expert hydrologist gave it as his opinion that the cone of influence would not extend beyond 5,000 feet to the north, 2,000 feet to the south, and 2,000 feet downstream to the east. The witness failed to express an opinion as to the extent of the cone of influence upstream to the west. All of the objectors own property or property interests to the east and below the proposed facility. The west or upstream extent of the aquifer is not therefore of any concern in this case.

The natural flow of the Platte River in years past was shown by the records of the United States Geological Survey. The natural flow and the corresponding rise and fall of the surface of the river was measured regularly for a period of years at the Louisville gauging station a few miles upstream from the site of the proposed well field. The average discharge of the river from May 1953 to September 1964, an 11-year period, was 5,220 cubic feet per second of time. The lowest discharge of the river on a single day occurred on September 3, 1955, the amount being 240 cubic feet per second of time. The average of the lowest flow of water on the lowest day in each year of this period is approximately 700 cubic feet per second of time. The average of the lowest consecutive 15-day periods of flow in each of the 10 years, 1954 to 1964, is 1,438 cubic feet per second of time. The lowest average 15-consecutive-day [789]*789period was 334 cubic feet per second of time, which occurred in the year 1954-1955. It is not disputed that the taking of 56,000,000 gallons of water is less than 93 cubic feet per second of time.

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Bluebook (online)
140 N.W.2d 626, 179 Neb. 783, 1966 Neb. LEXIS 662, Counsel Stack Legal Research, https://law.counselstack.com/opinion/metropolitan-utilities-district-v-merritt-beach-co-neb-1966.