Jefferson County Drainage Dist. No. 6 v. Langham

76 S.W.2d 484
CourtTexas Commission of Appeals
DecidedNovember 28, 1934
DocketNo. 1769-5935
StatusPublished
Cited by2 cases

This text of 76 S.W.2d 484 (Jefferson County Drainage Dist. No. 6 v. Langham) is published on Counsel Stack Legal Research, covering Texas Commission of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Jefferson County Drainage Dist. No. 6 v. Langham, 76 S.W.2d 484 (Tex. Super. Ct. 1934).

Opinion

HARVEY, Presiding Judge.

In this case the Court of Civil Appeals at Beaumont has submitted the following certificate containing three certified questions:'

“Jefferson County Drainage District No. 6 was legally organized as a drainage district under the provisions of chapter 7, title 128, of the Revised • Civil Statutes, and embraces within its boundaries the northern and eastern portions of Jefferson Counfy. There is included within the boundaries of this district the City of Beaumont and some of the smaller towns of the county and much valuable agricultural and grazing land. All the territory within the district is low, level land, only a few feet above sea level, the highest point being about thirty-five feet. Before appellant improved its natural drainage system, the natural streams within the district were sluggish, crooked and failed to drain properly the land within the district. Jefferson County and the surrounding counties are subject to prolonged and heavy rainfalls. The natural drainage within this district was through I-Iil-debrandt’s Bayou and its tributaries, and the north fork of Taylor’s Bayou and its tributaries, which have their .sources within the district. I-Iildebrandt’s Bayou, and the north fork of Taylor’s Bayou, empty into Taylor’s Bayou, which empties into the Sabine-Port Arthur navigation canal near the City of Port Arthur. This canal originates near the town of Sabine Pass on the Gulf of Mexico and skirts the western and northern shores of Sabine Lake to an intersection with the Neches River at the point where the river empties into Sabine Lake. Taylor’s Bayou empties into the canal ten or twelve miles from Sabine Pass. The territory within the drainage district was improved by straightening and deepening and cleaning out its natural drainage system and digging new drainage ditches. This work done upon the natural drainage system of the district hastened the flow of the waters falling thereon and greatly improved the drainage within the whole district. Before these improvements were installed a large part of the territory within the district was low swamp land unfit for cultivation and dangerous to the public health. These conditions were improved by the improvements just discussed.
“At the time of the. organization of this district and to the time this case was tried, ap-pellee owned 8,000 acres of land, all of which was outside of the district, lying adjacent to the south side of Taylor’s Bayou and west of the Sabine-Port Arthur navigation canal. All of this land lies within the gulf coast salt marsh territory and was only from two to five feet above sea level and, before appellant improved its natural drainage system, was subject to periodical overflows both from the waters of the Gulf of Mexico and from Táylor’s Bayou. Adjacent to appellee’s land Taylor’s Bayou is a very large stream, in fact, ‘an arm of the Gulf of Mexico, and subject to the ebb and flow of the tides. The banks of this bayou, though well defined, are very low. Before appellant improved its natural drainage system appellee’s land was valuable for stock grazing, farming and for trapping muskrats. After the improvements above discussed were made, because of the acceleration of the flow of waters from the territory within the boundaries of the district, caused by the improvements made within the district, appellee’s land was rendered more subject to overflow and the overflow waters would rise to greater heights.
“It was shown that the plaintiff’s land is situated on Taylor’s Bayou below the mouth of Hillebrandt Bayou and that the nearest improvements to plaintiff’s land made by the district, on I-Iillebrandt’s Bayou, was 4½ miles above plaintiff’s land, and that the nearest improvement above the plaintiff’s land on Taylor’s Bayou was 14 miles distant. The lowest improvement on Hillebrandt’s Bayou was the straightening of the channel [486]*486witli a dredge, so as to have a top width of 81 feet and depth of about 9 feet, and the square foot area of the cross section of the cut-off amounted to 554 square feet. That below the cut-off, there was a natural Bayou of which a similar cross section of the same showed 1,255 square feet, or in other words the natural Bayou had a volume of over twice the size of the cut-off flowing into the same, and that Bayou was at said point a tidewater stream. Taylor’s Bayou below the mouth of Hillebrandt’s Bayou and opposite plaintiff’s land, showed a cross section area of 2129 square fee't. Taylor’s Bayou below the mouth of I-Iillebrandt Bayou and opposite plaintiff’s land was shown to have a greater volume than the combined volume of the improvements which flowed into the same from Hillebrandt Bayou and Taylor’s Bayou.
“This suit was instituted by appellee against appellant for damages resulting to him proximately from the increased overflow of his land caused in the manner just explained, and for cause of action he plead the facts substantially as stated above, and further as follows:
“ ‘The said overflow of plaintiff’s land and the damages therefrom as hereinafter shown, were caused directly and proximately by and through the negligence of the defendant and its authorized commissioners as follows:
“ ‘(a) They carelessly planned and constructed the said drainage system, ditches and laterals, so that the natural and rain water of a large section of the County of Jefferson were diverted from their natural courses and drained and conveyed into Taylor’s Bayou, as aforesaid, which said stream was of insufficient capacity and without hanks of sufficient height safely to contain and convey both its own and the said drainage system waters at times when there are heavy rains, whereby the said waters were caused to greatly overflow the south bank of said bayou and the west bank of the said canal; in to which said bayou empties;
“ ‘(b) They further carelessly and negligently failed and omitted to construct dikes or levees of such size, strength and height along the south and west bank of said bayou and the west bank of said canal that same would be sufficient to contain and keep the said waters in the bayou and canal and thus prevent flooding of adjacent lands, as aforesaid.’
“Defendant’s answer is very lengthy, consisting of general and special demurrers, general denial, pleas of limitation and many special defenses not necessary, for the purpose of this certificate, to be given in detail. The trial was to the court without a jury, with judgment in appellee’s favor for $19,-500.00, supported by conclusions of fact not specifically attacked by appellant in so far as they relate to this certificate, except in so far as its assignments raise the issue that appellee neither plead nor proved a cause of action. As these conclusions of fact are important for a full understanding of the questions herein certified, we give them in full:
“ T find that Jefferson County Drainage District No. 6 has been duly established and is existing under and by virtue of Revised Civil Statutes of Texas (1925) Articles 8097 to 8193 inch
“ ‘2. I find that legal service was had upon such district and that having answered herein it is before the court for all purposes. '
“ ‘3.

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Bluebook (online)
76 S.W.2d 484, Counsel Stack Legal Research, https://law.counselstack.com/opinion/jefferson-county-drainage-dist-no-6-v-langham-texcommnapp-1934.