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

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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

2 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) 3 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.

4 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

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