1704 FARMINGTON, LLC v. City of Memphis

667 F. Supp. 2d 797, 2009 U.S. Dist. LEXIS 99552, 2009 WL 3571544
CourtDistrict Court, W.D. Tennessee
DecidedOctober 26, 2009
Docket08-cv-2171-STA-cgc
StatusPublished

This text of 667 F. Supp. 2d 797 (1704 FARMINGTON, LLC v. City of Memphis) is published on Counsel Stack Legal Research, covering District Court, W.D. Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
1704 FARMINGTON, LLC v. City of Memphis, 667 F. Supp. 2d 797, 2009 U.S. Dist. LEXIS 99552, 2009 WL 3571544 (W.D. Tenn. 2009).

Opinion

ORDER GRANTING DEFENDANT CITY OF MEMPHIS’ MOTION FOR SUMMARY JUDGMENT

S. THOMAS ANDERSON, District Judge.

Before the Court is Defendant City of Memphis’ Motion for Summary Judgment *799 (D.E. # 30) filed on June 15, 2009. Plaintiffs have filed a response in opposition, and Defendant has filed a reply brief. For the reasons set forth below, the Motion is GRANTED.

BACKGROUND

The Court has jurisdiction over this matter by virtue of the diversity of citizenship of the parties pursuant to 28 U.S.C. § 1332. The following facts are not in dispute unless otherwise noted. 1 This lawsuit focuses on a concrete channel (hereinafter referred to as the “ditch” “channel” or “drainage ditch” interchangeably) in the City of Memphis, located adjacent to the Ridgeway Commons apartment complex and intersecting Quince Road. Def.’s Statement of Undisputed Facts ¶ 1. The drainage ditch in question is a concrete-lined channel, which runs from the southern end of Lichterman Lake to a point just north of Bill Morris Parkway at Noncon-nah Creek. Id. at ¶ 2. The channel was not designed and constructed in a continuous manner but in different sections at different times. Id. The majority of the drainage ditch that is the subject of this lawsuit was designed and constructed in the late 1960’s and early 1970’s by J & L Development Company. Id. at ¶ 3. 2 The box culvert under Quince Road was originally installed by Shelby County when the property was located outside of the city limits. Id. at ¶ 4. It then became property of the City of Memphis after the area was annexed and has since been maintained by the City of Memphis. Id. 3 The City of Memphis did not plan, design or construct the portion of the drainage ditch that is the subject matter of this lawsuit. Id. at ¶ 5. The only portion of the subject drainage ditch that was planned, designed and/or constructed by the City of Memphis was the portion adjacent to Ridgeway High School. Id. The portion of the drainage ditch constructed by the City of Memphis that runs through the Ridgeway school property was constructed after the portion adjacent to Plaintiffs’ property and the box culverts. Id. at ¶ 6. 4 Since the development of Plaintiffs’ property, land adjacent to the drainage ditch or near Plaintiffs’ property and the drainage ditch has been developed by other private entities. Id. at ¶ 8.

When a private developer constructed the apartments at Ridgeway Commons *800 and the Balmoral Shopping Center during the late 1960s and early 1970s, the City of Memphis’ design criteria for construction of a concrete drainage channel was two CFS per acre, which means a flow rate for drainage of two cubic feet per second per acre. Id. at ¶ 7. In April 1987, the City of Memphis adopted a drainage manual that requires the concrete portion of a channel to carry water representing a 25-year flood event. Id. at ¶ 11. The City of Memphis did not require that improvements built prior to 1987 be updated or brought up to the new standards because it would not be economically feasible or viable to do so. Id. The City of Memphis does not guarantee that property adjacent to drainage channels will never experience flooding. Id. at ¶ 12. The City of Memphis does not expressly or impliedly warrant or guarantee that all water will remain within the walls of the drainage channels located in the city limits. Id. at ¶ 13.

The portion of Plaintiffs’ property directly adjacent to the subject drainage ditch is lower than the top of the wall elevation of the drainage ditch. Id. at ¶ 14. A developer typically fills the land up to the top of that wall and then develops up from that point to avoid flooding, but that was not done on Plaintiffs’ property. Id. Plaintiffs contend that George Cox who offered this testimony is not an expert in construction practices.

The developer of Plaintiffs’ property, J & L Development, developed the property below the elevation of the top of the channel wall. Id. at ¶ 15. The surrounding properties are set at a level above the channel, but the portion of the subject property experiencing flooding is set very low. Id. Plaintiff contends that the finished floor levels of the apartment units experiencing flooding are nevertheless higher than the top elevation of the ditch wall. Id. at ¶ 16. Some water intake inlets on the property are lower than the top elevation of the channel lining walls as well. Id. According to Defendant, the inlets that are below the graded level of the drainage ditch are a major contributing cause to the flooding on Plaintiffs’ property. Id. at ¶ 17. The lowness of Plaintiffs’ property relative to the height of the drainage ditch causes the drainage system to not function properly during storm events. Id. at ¶ 18. The inlets are supposed to get the drainage off the property, but they are lower than the top of the drainage ditch, and one has been paved over, so the property will not drain in a two CFS per acre storm event when the water surface elevation in the main drainage channel rises causing back up on the low property and preventing the drainage from running out. Id. As the water in the channel rises, water backs up through the low inlets in the property so the drainage that is running downhill off the property has no where to go, and in essence the low areas on the property act like a detention system. Id. at ¶ 19.

Plaintiffs have offered the opinion testimony of their own expert Guy Forney. Forney has opined that the major contributing cause of flooding is the ditch’s inability to carry drain water from property upstream. As the ditch fills with run-off, it malfunctions, and water from the ditch is forced through the inlets onto Plaintiffs’ property and causes flooding. Plaintiffs argue that the flooding was the result of water pushing over the walls of the ditch due to the malfunction of the ditch.

There was more than one cause to the flooding events at the Ridgeway Commons Apartment Complex, including the backup of water in the drainage ditch and the rainfall event or watershed. Id. at ¶ 20. 5 The plans originally submitted to the City *801 of Memphis for the development of this property show the elevation of the land adjacent to the drainage ditch and the floor elevation of the finished apartment units as being higher than the elevation of the top of the drainage system’s wall. Id. at ¶ 2 l. 6

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Bluebook (online)
667 F. Supp. 2d 797, 2009 U.S. Dist. LEXIS 99552, 2009 WL 3571544, Counsel Stack Legal Research, https://law.counselstack.com/opinion/1704-farmington-llc-v-city-of-memphis-tnwd-2009.