Charles Henry Davis, Et Ux. v. Sabine Parish Police Jury

CourtLouisiana Court of Appeal
DecidedFebruary 24, 2016
DocketCA-0015-0459
StatusUnknown

This text of Charles Henry Davis, Et Ux. v. Sabine Parish Police Jury (Charles Henry Davis, Et Ux. v. Sabine Parish Police Jury) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Charles Henry Davis, Et Ux. v. Sabine Parish Police Jury, (La. Ct. App. 2016).

Opinion

STATE OF LOUISIANA COURT OF APPEAL, THIRD CIRCUIT

15-459

CHARLES HENRY DAVIS, ET UX.

VERSUS

SABINE PARISH POLICE JURY, ET AL.

**********

APPEAL FROM THE ELEVENTH JUDICIAL DISTRICT COURT PARISH OF SABINE, NO. 48,532 HONORABLE STEPHEN BRUCE BEASLEY, DISTRICT JUDGE

DAVID KENT SAVOIE JUDGE

Court composed of Ulysses Gene Thibodeaux, Chief Judge, John D. Saunders, and David Kent Savoie, Judges.

EXCEPTION OF PRESCRIPTION DENIED; JUDGMENT AFFIRMED. Charles D. Soileau Attorney at Law 730 San Antonio Avenue Many, LA 71449 (318) 256-0076 COUNSEL FOR DEFENDANT/APPELLANT: Sabine Parish Police Jury

Edward P. Chevallier, Jr. Attorney at Law 770 San Antonio Avenue Many, LA 71449-3139 (318) 256-8858 COUNSEL FOR DEFENDANT/APPELLANT: Sabine Parish Police Jury

Jeffrey H. Thomas Thomas Law firm P. O. Box 2177 Natchitoches, LA 71457-2177 (318) 352-6455 COUNSEL FOR PLAINTIFFS/APPELLEES: Charles Henry Davis Jan Nell Rawls Davis

T. Taylor Townsend Attorney at Law 320 St. Denis Street P. O. Box 784 Natchitoches, LA 71458-0784 (318) 352-2353 COUNSEL FOR PLAINTIFFS/APPELLEES: Charles Henry Davis Jan Nell Rawls Davis SAVOIE, Judge.

Defendant, Sabine Parish Police Jury (“the SPPJ”) appeals the final

judgment rendered by the trial court on January 20, 2015, following the October 15,

2014 trial on the merits wherein the trial court found in favor of Plaintiffs, Charles

Henry Davis and Jan Nell Rawls Davis (“the Davises”). In this court, the SPPJ

filed an exception of prescription. For the following reasons, we deny the

exception of prescription and affirm the judgment of the trial court.

FACTS AND PROCEDURAL HISTORY

This matter originally came for trial on September 24, 2013, at which time

numerous exhibits were admitted into evidence by the Davises, the SPPJ and the

Sabine Soil and Water Conservation District (“Sabine”).1 Following the granting

of Plaintiffs’ Motion for New Trial on June 17, 2014, this case came for trial a

second time on October 15, 2014, nearly nineteen years after the original petition

for damages was filed in 1995. At the second trial, the evidence from the 2013

trial was re-introduced, including objections, via stipulation of the parties, as well

additional evidence in the form of deposition and live testimony.

In its Final Judgment signed January 20, 2015, the trial court recited the

following facts:

Plaintiffs CHARLES HENRY DAVIS and JAN NELL RAWLS DAVIS own an approximate 206.1 acre tract of land (hereinafter referred to as the “Davis tract”) in Sabine Parish, Louisiana. Plaintiffs suffered damages resulting from excess water impounded on their property for extended periods of time that killed standing timber on their property. In addition, the impounded water continued to stand on the Davis tract for approximately seventeen (17) years. Plaintiffs also sustained the loss of use of their property due to the inability to grow timber on the subject property from 1995 until approximately 2012 as a result of impounded water.

1 The Sabine Soil and Water Conservation District was made a defendant to the lawsuit by the Davises. The trial court did not find them liable, therefore, they are not a party on appeal. Plaintiffs allege the Bayou Dupont Watershed Project, specifically Dam No. 2, was

not draining properly due to clogging by weeds, trash, and debris, causing the

water to back up and damage plaintiffs’ property. This dam is situated on a plot of

land which was owned by Richard and Patti Tannehill and Dennis and Laurie

Bishop at the time of the filing of the petition and which is adjacent and contiguous

to the subject property.

The trial court’s January 2015 judgment does an excellent job of explaining

the history and purpose of Dam No. 2. It states (footnotes omitted):

Dam No. 2 was one of twenty-two (22) water retarding structures (“project dams”) that were constructed in Sabine and Natchitoches Parish as part of the Bayou Dupont Watershed Project. The original sponsoring organization was the Upper West Red River Soil Conservation District. In 1968, this organization was divided into two entities: the Sabine Soil and Water Conservation District and the Natchitoches Soil and Water Conservation District. From the outset in the original agreement, the twenty-two (22) structures were to be maintained by the Police Juries of Sabine and Natchitoches Parish out of their normal operating funds.

The subject dam was designed to have a permanent pool covering fifty-three (53) acres. It is two thousand eight hundred forty- five (2,845) feet long (slightly over one-half mile) and twenty-four (24) feet at its base. The subject dam was designed so that the water level would be maintained at an elevation of two hundred twenty-five (225) feet. The servitude entitled “Agreement for Flood Control Structures” that encompasses the Bishop–Tannehill tract was executed by C.E. Pattison on or about August 20, 1956.

The subject servitude of this litigation encompassing the Davis tract was styled “Servitude for Impounding Water” and was executed by J.E. Wagley on or about August 24, 1956. The spillway crest elevation contour is two hundred thirty-eight and eight tenths (238.8) feet. The permanent or “sediment pool contour” elevation is two hundred twenty-five (225) feet (hereinafter, “permanent pool”).

The subject dam was designed so that any flood waters will flow through the draw down pipe when water exceeds the height of the riser elevation of two hundred twenty-five (225) feet, thus maintaining the permanent pool at two hundred twenty-five (225) feet. In a period of heavy rain, the permanent pool stage would increase

2 temporarily up to the elevation of the emergency spillway of two hundred thirty-eight and eight tenths (238.8) feet. When the elevation of the floodwaters exceeds two hundred thirty-eight and eight tenths (238.8) feet, the floodwaters would then flow out and over the two hundred (200) foot wide emergency spillway at one end of the earthen dam. The excess flood water between the riser elevation of two hundred twenty-five (225) feet and the emergency spillway crest of two hundred thirty-eight and eight tenths (238.8) feet would flow out through the draw down pipe. The flowage or temporary flood contour line of two hundred thirty-eight and eight tenths (238.8) feet was calculated based on a twenty-five (25) year flood event. In other words, once every twenty-five (25) years, water is likely to reach the emergency spillway crest elevation of two hundred thirty-eight and eight tenths (238.8) feet. The subject dam was also designed to drain the temporary impoundment area between the two hundred twenty- five (225) and the two hundred thirty-eight and eight tenths (238.8) foot elevations within a ten (10) day time period based on hydraulic data.

The permanent pool of water was designed to consist of only fifty-three (53) acres to be permanently inundated. No part of the Davis tract is included in the fifty-three (53) acres designated for the permanent pool. The fifty-three (53) acres under the pool was situated entirely on a portion of the adjacent Bishop-Tannehill Tract.

The judgment went on to discuss the maintenance and/or lack of

maintenance with regard to Dam No. 2 and its effect on the Davis tract of land:

Over the subsequent decades, the drainage structures maintaining the pool level of the lake were not adequately maintained.

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