A & B Irrigation District v. Idaho Department of Water Resources

284 P.3d 225, 153 Idaho 500
CourtIdaho Supreme Court
DecidedAugust 2, 2012
Docket38403, 38421, 38422
StatusPublished
Cited by30 cases

This text of 284 P.3d 225 (A & B Irrigation District v. Idaho Department of Water Resources) is published on Counsel Stack Legal Research, covering Idaho Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
A & B Irrigation District v. Idaho Department of Water Resources, 284 P.3d 225, 153 Idaho 500 (Idaho 2012).

Opinion

BURDICK, Chief Justice.

This case involves the Director (Director) of the Idaho Department of Water Resources’ (IDWR) application of the Rules for Conjunctive Management of Surface and Ground Water Resources (CM Rules), IDA-PA 37.03.11, in response to a ground water to ground water delivery call filed by the A & B Irrigation District (A & B). The Director’s Final Order found that A & B was not materially injured and was affirmed by the district court on nearly all points. A & B now appeals to this Court, contending that the Director and the district court erred in them analyses. Cross-appeals by the City of Pocatello (Pocatello) and the Idaho Ground Water Appropriators, Inc. (IGWA) allege that the district court erred by requiring that the Director’s finding of no material injury must *503 be supported by clear and convincing evidence, rather than a preponderance of the evidence. We affirm the decision of the district court.

I.FACTUAL AND PROCEDURAL BACKGROUND

1. Introduction and History

The A & B Irrigation District is located in south-central Idaho near the town of Rupert. Underlying the A & B project is the Eastern Snake Plain Aquifer (ESPA), which serves as the project’s water source. 1 As described by the district court, the ESPA is predominately composed of fractured quaternary basalt that, at some locations, may have an aggregate thickness that exceeds several thousand feet, decreasing to shallower depths in the Thousand Springs area. The northern two-thirds of the project are dominated by basalt while the southern third is composed of basalt layered with sediment. “Snake River basalt is the principal water-bearing formation, and it yields water copiously to wells.” The United States Bureau of Reclamation (USBR) describes the southern third as an area “[wjhere the flow sheets are made up of dense, and massive basalt and/or is covered, penetrated, or innerbedded with fine sediment, the water yield is small to moderate. One such area is in the southwest part of Unit B located mostly in T9S/R22E where several low yielding wells are found.”

With this understanding of the hydrogeologic environment, the USBR constructed the North Side Pumping Division of the Minidoka Project. The project was begun in the early 1950s with the intention of developing arable land in Jerome and Minidoka Counties. At this time aquifer levels had peaked, and by the time the project was completed in 1968 the levels began to decline. As a result, roughly half of the project’s wells had been redrilled by 1965.

Originally, the project had an open discharge design where water was pumped from the ground into surface ponds and delivered through open lateral systems to the user. This system experienced a conveyance loss estimated at eight percent. In the 1980s, A & B began converting its gravity flow system to sprinkler irrigation, which reduced conveyance losses to five percent.

2.A & B’s Senior Water Right 36-2080.

A & B’s delivery call is based on its senior water right, 36-2080. This water right was licensed by IDWR in 1965 and authorized the diversion of 1,100 cfs from 177 individual points of diversion in order to irrigate 62,-604.3 acres. A & B also irrigates roughly 4,000 additional “enlargement acres” under this water right. Water right 36-2080 did not identify a specific place of use with each diversion point. 2

In 2003, the Snake River Basin Adjudication (SRBA) partially decreed the water right in a decree that is substantially similar’ to the 1965 license. One difference between the partial decree and the license is that the decree states that A & B, pursuant to transfer, is authorized to divert water from 188 points of diversion. Of those 188 authorized points of diversion, 177 of A & B’s wells are currently in active production. These individual wells comprise over 130 separate “well systems.”

3.A & B’s 196k Delivery Call and Subsequent Procedure

On July 26,1994, A & B filed a petition for delivery call, which sought both an administration of junior-priority ground water rights from the ESPA and a designation of the ESPA as a ground water management area *504 (GWMA). 3 Among other things, the petition alleged that junior priority groundwater pumping from the ESPA had, since 1959, lowered the water table an average of twenty feet and up to forty feet in some areas, which resulted in a 126 cfs reduction of A & B’s diversion rate. On May 1, 1995, A & B, IDWR, and others entered into an agreement that stayed the petition for delivery call until a Motion to Proceed was filed with the Director. That Motion to Proceed was filed electronically by A & B on March 16, 2007, and sought the same outcome as in the original delivery call. At a September 20, 2007 status conference the Director notified the parties that the stay was lifted from the 1994 delivery call and that retired Chief Justice Gerald Schroeder (Hearing Officer) was appointed to oversee a hearing “and issue a recommendation pursuant to IDAPA Rule 37.01.01.410, .413____” Those sections of the administrative code are IDWR’s Rules for Conjunctive Management of Surface and Ground Water Resources (CM Rules).

Shortly after the stay was lifted, the Director, in accordance with Rule 42, issued an Order Requesting Information that asked A & B to provide IDWR with information that the Director deemed relevant in making a determination of injury. On January 29, 2008, the Director issued a final order (January 2008 Final Order) finding that A & B was not materially injured and denying A & B’s request to designate the ESPA as a GWMA A & B then filed a petition for rehearing.

A & B’s petition was granted, and after some preliminary matters a hearing eommenced on December 3, 2008. At the hearing, evidence and testimony was presented by IDWR, A & B, IGWA, and Pocatello. On March 27, 2009, the Hearing Officer issued an Opinion Constituting Findings of Fact, Conclusions of Law and Recommendations (Recommendations). Among the Hearing Officer’s pertinent findings:

[T]he Idaho Ground Water Act is applicable to the administration of water rights involved in this case, including those rights that preexisted the adoption of the Ground Water Act in 1951, and are subject to administration consistent with the subsequent amendments to the Act.
It is proper to consider the system as a whole.
[Tjhere is an obligation of A & B to take reasonable steps to maximize the use of [interconnection] to move water within the system before it can seek curtailment or compensation from juniors.
Crops may be grown to full maturity on less water than demanded by A & B in this delivery call.
The conditions in the southwest area that make the recovery of water from the wells difficult do not justify curtailment or other mitigation.
That A & B has not been required to exceed reasonable pumping levels. 4

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Cite This Page — Counsel Stack

Bluebook (online)
284 P.3d 225, 153 Idaho 500, Counsel Stack Legal Research, https://law.counselstack.com/opinion/a-b-irrigation-district-v-idaho-department-of-water-resources-idaho-2012.