the City of Crowley v. Doug Ray

558 S.W.3d 335
Court of Appeals of Texas·Decided August 23, 2018·No. 02-17-00409-CV·Published·Cited by 3 cases

Opinion

COURT OF APPEALS

SECOND DISTRICT OF TEXAS

FORT WORTH

NO. 02-17-00409-CV

THE CITY OF CROWLEY APPELLANT V.

DOUG RAY APPELLEE ----------

FROM THE 342ND DISTRICT COURT OF TARRANT COUNTY TRIAL COURT NO. 342-238173-09

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OPINION

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I. INTRODUCTION

Appellant The City of Crowley pursues its second interlocutory appeal in this litigation stemming from Appellee Doug Ray’s efforts to develop a residential subdivision in the City. See Tex. Civ. Prac. & Rem. Code Ann. § 51.014(a)(8) (West Supp. 2017). In the first four of its five issues, the City argues that the trial court lacks subject-matter jurisdiction over Ray’s inverse-condemnation claim because the claim is unripe, because Ray failed to exhaust administrative

remedies, because the City is immune from suit, and because the claim fails as a matter of law. In its fifth issue, the City challenges the trial court’s authority to award attorneys’ fees after summarily disposing of Ray’s claim for declaratory relief. We will affirm.

II. BACKGROUND

The crux of the underlying dispute centers around Ray’s complaint that the City prohibited him from developing his property in accordance with the City’s adopted floodplain criteria. We do not tackle that merits question in this interlocutory appeal, because it is not before us, but it nevertheless plays a prominent role in our analysis of the City’s issues. Some history is therefore required to contextualize it. A. Ray’s Place II—Phases 1 and 2 In January 1999, the City requested that the Federal Emergency Management Agency (FEMA) revise the Flood Insurance Rate Map (FIRM) and the Flood Insurance Study (FIS) report for Tarrant County, Texas and Incorporated Areas to include a flood study that Jerry Parché Consulting Engineers performed in connection with a proposed residential subdivision located south of the North Fork of Deer Creek in the City. In response to the request, FEMA issued a Letter of Map Revision (LOMR) dated March 9, 1999, and a corrected LOMR effective July 20, 1999. In his affidavit attached to Ray’s response to the City’s plea to the jurisdiction, Ronald W. Morrison, a registered professional engineer, stated that the March and July 1999 LOMRs “revised the

FIRM and FIS reports, both dated August 2, 1995,” were “reviewed by the City consultant Teague Nall and Perkins,” and “were adopted by the City of Crowley.” 1 In May 1999, Ray purchased 2 two-acre tracts located adjacent to, or just north of, the North Fork of Deer Creek to develop a multifamily residential subdivision. Ray collectively named the properties Ray’s Place II. The August 1995 FIRM and FIS reports, as modified by the March and July 1999 LOMRs, “cover” the properties. The 1999 LOMRs, based upon the Parché study, listed the 100-year floodplain elevation where Ray’s Place II is located at 751 feet.

In October 2001, Ray submitted a preliminary plat for the entire four acres of Ray’s Place II, consisting of seventeen lots and sixteen buildings. When the City requested information about the 100-year floodplain based on a fully developed watershed, Ray responded with the 1999 LOMRs. The City approved the preliminary plat.

Having decided at some point to develop Ray’s Place II in two separate phases, Ray then submitted a proposed final plat for the northernmost 1.3 acres,

1 Ray directs us to the following ordinance:

Sec. 42-38. Basis for establishing the areas of special flood hazard.

The areas of special flood hazard identified by the Federal Emergency Management Agency in a scientific and engineering report entitled, “The Flood Insurance Study for City of Crowley,”

dated August 2, 1995, with accompanying flood insurance rate maps and flood boundary-floodway maps (FIRM and FBFM), and any revisions thereto, are hereby adopted by reference and declared to be a part of this article.

(Ord. No. 95-583, art. 3, § B, 8-17-95)

which he called Ray’s Place II, Phase 1.2 The City did not ask Ray to submit a new flood study along with the final plat, which it approved in October 2002. Thus, at least as to Phase 1’s development, Ray recounted that the 1999 LOMRs were “sufficient to provide the information regarding the 100-year floodplain location.” Ray obtained building permits, constructed six fourplexes, and leased the units before selling them in May 2005 for approximately $242,000 per lot.

Ray began developing Phase 2—the southern 2.7 acres of Ray’s Place II—around December 2006. As happened with Phase 1, when Ray submitted a preliminary plat for Phase 2 (covering lots 1‒6 and 13‒17), the City requested that he supply information about the 100-year floodplain, and Ray responded that he was relying upon the figures contained in the Parché study, which were incorporated into the FIRM via the 1999 LOMRs. The City approved the preliminary plat in April 2007.

The following month, Ray submitted a proposed final plat for Phase 2, but unlike with the Phase 1 development, the City informed Ray that he had to have a new flood study performed. Ray complied and submitted a new flood study by Nave Engineering, Inc. The Nave study touched on the City’s reason for requesting an updated flood study:

In 1998 Jerry Parche Consulting Engineers (JPC) submitted a LOMR request for the North Fork of Deer Creek for the Stone Brook Addition to the south of the project site. At that time the rational

2 The Phase 1 lots “are the ones farthest from the” North Fork of Deer Creek.

method was used to determine the 100-year runoff discharge for the site.

Since that time Teague Nall and Perkins (TNP) has conducted [a] flood study and replaced the culverts at S. Hampton Road just downstream of the project site. At that time it was determined that the discharge for the North Fork of Deer Creek was higher than the flows found in the JPC study. Additionally Carter and Burgess, Inc.

(CBI) conducted a flood study for the proposed Creekside Addition upstream of the project site and produced discharges similar to those found in the TNP study. As a result the City of Crowley requested that the North Fork of Deer Creek hydrology and hydraulic models be updated for the proposed project.

Neither side offers much insight into the specific results of the Nave study, but it evidently affected the City’s opinion about the minimum finished floor elevations for Phase 2. Specifically, both Ray and Cheryl McClain, the City’s planning and zoning administrator, explained that the City requires finished floor elevations to be, at a minimum, two feet above a property’s floodplain elevation. Relying on the 1999 LOMRs, which were based on the Parché study and which set the 100-year floodplain elevation for the location of Ray’s Place II at 751 feet, Ray testified that to build Phase 2, the minimum finished floors would have to be no less than 753 feet and that the Phase 2 buildings were initially designed to have a finished floor elevation of 755 feet. But instead of “allow[ing him] to develop [Phase 2] using the effective floodplain” elevation of 751 feet, Ray testified that the City is requiring that the finished floors be “10 feet above the City’s current floodplain criteria,” or at an elevation of no less than 761 feet.3 Ray

3 To be precise, the final plat, which the City ultimately approved, reflects that the figure is 761.5 feet.

calls the City’s minimum 761.5-foot finished floor elevation arbitrary, but Teague Nall and Perkins advised the City in a memo that “[t]he updated flood study [the Nave study] will be used for establishing minimum finished floor elevations,” and page seven of the Nave study contains the following statement:

C. Minimum Finished Floors

The minimum finished floors for lots adjacent to the floodplain are 761.50'. This elevation is 2.00' above the 100-year floodplain water surface.

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