In re 'Īao Ground Water Management Area High-Level Source Water Use Permit Applications

287 P.3d 129, 128 Haw. 228
CourtHawaii Supreme Court
DecidedAugust 15, 2012
DocketNo. SCAP-30603
StatusPublished
Cited by18 cases

This text of 287 P.3d 129 (In re 'Īao Ground Water Management Area High-Level Source Water Use Permit Applications) is published on Counsel Stack Legal Research, covering Hawaii Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In re 'Īao Ground Water Management Area High-Level Source Water Use Permit Applications, 287 P.3d 129, 128 Haw. 228 (haw 2012).

Opinions

Opinion of the Court by

NAKAYAMA, J.

I. INTRODUCTION

Ná Wai ‘Ehá, or “the four great waters of Maui,” is the collective name for the Waihe'e River and the Waiehu, lao, and Waikapü Streams. The case before the court began in June 2004 when Petitioners-Appellants/Cross-Appellees Hui1 O Ná Wai ‘Ehá and Maui Tomorrow Foundation, Inc. (“Hui/MTF”), through Earthjustice, petitioned Appellee/Cross-Appellee Commission on Water Resource Management (“the Commission”) to amend the Interim Instream Flow Standards (“IIFS”) for Ná Wai ‘Ehá, which had been in place since 1988. Around the same time, several parties, including Applicant-Appellee/Cross-Appellant Maui County Department of Water Supply (“MDWS”), and Applicants-Appellees/Cross-Appellees Hawaiian Commercial & Sugar Company (“HC & S”) and Wailuku Water Company (“WWC”), filed Water Use Permit Applications (“WUPA”) for the same area. The Commission held a combined case hearing to resolve the IIFS and WUPA; in addition to the petitioner and applicants, the Office of Hawaiian Affairs (“OHA”) applied to participate in the hearing. The current appeal seeks review of the Commission’s resulting Findings of Fact, Conclusions of Law (“FOF/COL”), and Decision and Order (“D & 0”), in which the Commission amended the IIFS for two of the four streams, and substantially retained the existing IIFS for the two remaining streams as measured above diversions.2 The FOF/COL and D & 0 also resolved several WUPA; the Commission’s resolution of the WUPA is not before the court on appeal.

Hui/MTF and OHA appeal on related grounds. Their primary complaint is that the Commission erred in balancing instream and noninstream uses, and therefore the IIFS do not properly protect traditional and customary native Hawaiian rights, appurtenant water rights, or the public trust. Both parties also contest the Commission’s treatment of diversions, including the alternative source Well Number 7 (“Well No. 7”), a water well on HC & S’s plantation that could be used to irrigate HC & S’s cane fields. The parties contest the Commission’s determination that HC & S will not be required to pump Well No. 7 to its full capacity, a decision that resulted in a higher estimated allowable diversion for HC & S, and lower IIFS for the streams.

MDWS’s cross-appeal asks the court to clarify the priority of noninstream municipal use in setting the IIFS.

And finally, the Commission, HC & S, and WWVC argue that the court does not have jurisdiction to hear Hui/MTF’s and OHA’s appeals.

As explained below, the court holds that it has jurisdiction in the instant ease, and takes this opportunity to expand upon the jurisdictional analysis from In re Water Use Permit Applications “Waiāhole I”, 94 Hawai'i 97, 9 P.3d 409, (2000). In reviewing Hui/MTF’s and OHA’s points of error, the court concludes that the Commission on Water Resource Management erred in several respects. First, in considering the effect of the IIFS on native Hawaiian practices in Ná Wai ‘Ehá, the Commission failed to enter findings of fact and conclusions of law regarding the effect of the amended IIFS on traditional and customary native Hawaiian practices in Ná Wai ‘Ehá, and regarding the feasibility of [232]*232protecting any affected practices. Second, the Commission’s analysis of instream uses was incomplete, as it focused on amphidro-mous species and did not fully consider other instream uses to which witnesses testified during the hearings. Third, the Commission erred in its consideration of alternative water sources and in its calculation of diverting parties’ acreage and reasonable system losses. The court must vacate the Commission’s June 10, 2010 Findings of Fact, Conclusions of Law, Decision and Order, and remand the case for further proceedings.

II. BACKGROUND

A. Na Wai ‘Ehá Water Systems

1. Surface Water3

Na Wai ‘Ehá are the Waihe'e River and Waiehu, Tao, and Waikapü Streams. The Waihe'e River is the principal water source in Ná Wai ‘Ehá; it is about 26,585 feet long, and its watershed covers 4,500 acres. From 1984-2005, United States Geological Survey (“USGS”) data shows streamflow upstream of all diversions as follows: the Q504 flow was 34 million gallons per day (“mgd”), the Q705 flow was 29 mgd, the Q90 flow was 24 mgd, and the Q100 flow was 14 mgd. The Waihe'e River’s two main diversions are Wai-he'e Ditch and Spreekels Ditch. See Section H.A.3., infra, for more information about the ditches. The two ditches are capable of diverting all of the dry-weather flow available at the intakes, however, even if all the water is being diverted, streamflow immediately downstream of the intakes may exist because of leakage through or subsurface flow beneath the dams at these sites. The dry-weather flow downstream of the intakes is commonly about 0.1 mgd, but the stream may not have continuous mauka-to-makai surface flow.

The Waiehu Stream is formed by the confluence of North and South Waiehu Streams; it is about 23,700 feet long, and its watershed covers about 6,600 acres. Gaging stations on both branches of the Waiehu Stream were discontinued in 1917, but USGS used historical data and record-extension techniques to estimate flows above all diversions for North Waiehu Stream from 1984-2005 as follows: the Q50 flow was between 3.1 to 3.6 mgd, the Q70 flow was between 2.3 to 2.7 mgd, the Q90 flow was between 1.4 to 2.7 mgd, and the Q100 flow was 1.6 mgd (as measured in March 1915). For South Waiehu Stream, USGS utilized the same record extension techniques, and estimated the 1984-2005 flows as follows: the Q50 flow was between 2.4 to 4.2 mgd, the Q70 flow was between 1.9 to 2.8 mgd, the Q90 flow was between 1.3 to 2.0 mgd, and the Q100 flow was 1.5 mgd (recorded in July 1913). The Waihe'e and Spreekels Ditches divert water from both North and South Waiehu Streams; in addition, the North Waiehu Ditch diverts from the North Waiehu Stream and the Cerizos Kuleana Ditch diverts from the South Waie-hu Stream. There is extensive channel erosion below the Spreekels Ditch on South Waiehu Stream, with a 12-foot drop in the elevation of the stream just below the diversion, and there is a vertical concrete apron located in Waiehu Stream. Most of the water is diverted from North and South Waiehu Streams at the North Waiehu Ditch and Spreekels Ditch, respectively; due to these [233]*233diversions and leakage, Waiehu Stream does not flow continuously from mauka to makai.

Tao Stream is the second-largest stream in Ná Wai ‘Ehá; it is about 38,000 feet long, and its watershed covers about 14,500 acres. USGS calculated the 1984-2005 flows above all diversions as follows: the Q50 flow was 25 mgd, the Q70 flow was 18 mgd, the Q90 flow was 13 mgd, and the Q100 flow was 7.1 mgd. The two main diversions off the Tao Stream are the Tao-Waikapü/Tao-Maniania Ditches at an altitude of 780 feet, and the Spreekels Ditch at 260 feet. The United States Army Corps of Engineers channelized significant portions of Tao Stream’s lower reaches and hardened the stream bed and banks with concrete for flood control and drainage. About 2.5 miles above the mouth of the Stream, the concrete channel includes a 20-foot vertical drop. USGS estimates that Tao Stream loses 6.3 mgd in reaches downstream of the Tao-Maniania ditch diversion that are not lined with concrete.

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Cite This Page — Counsel Stack

Bluebook (online)
287 P.3d 129, 128 Haw. 228, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-iao-ground-water-management-area-high-level-source-water-use-permit-haw-2012.