Donna Irr. Dist. No. 1 v. Piper

269 S.W. 157
CourtCourt of Appeals of Texas
DecidedJanuary 7, 1925
DocketNo. 7311.
StatusPublished
Cited by7 cases

This text of 269 S.W. 157 (Donna Irr. Dist. No. 1 v. Piper) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Donna Irr. Dist. No. 1 v. Piper, 269 S.W. 157 (Tex. Ct. App. 1925).

Opinion

FLY, C. J.

C. L. Piper and fourteen other residents of Hidalgo county sued the irrigation company, its five'directors, and E. W. Watts, seeking to obtain, first, a temporary injunction, and then upon a final trial to make the .temporary injunction permanent, and that a mandatory injunction to the defendants, appellants herein, be issiled, “re-qtiiring them to abate, remove and destroy the section of said levee heretofore constructed by them, as above described, and that plaintiffs recover their cost.” The court upon a hearing granted the temporary writ of injunction, and from that order this appeal has been perfected.

The findings of fact of the trial judge are quite voluminous, covering 30 pages of the transcript, but they may be condensed so as to present all the salient facts in a much shorter space. The appellees, citizens of Hidalgo county, each own a tract of land in.size from 40 to 240 acres, and aggregating 1,346 acres. All of the tracts are out of the Alamo Land & Sugar Company’s subdivision in said county. The lands are located in what is known as the “first lift” area, except a portion in the “second lift” area or table; all the land being cleared except about 20 acres, and most of the tracts having improvements on them. The tracts are located from I,000 to 28,500 feet from the levee that appellants are erecting. The irrigation district is duly organized under the laws of Texas, and has a width of 5 miles and a frontage of the same width on the Rio Grande. It extends north from the river 18 miles. E. W. Watts was constructing the levee for the district. The defendants A. J. Molitor, J. C. Wilkinson, R. J. Albough, O. J. Anderson and George Stevens are the directors of the irrigation district, and E. W. Watts is constructing the levee for the other defendants. The levee and lands of appellees are located near the Rio Grande in the irrigated section of Hidalgo county, which has a general slope from the west to the east. At the point where appellees’ lands and the levee is located, what is known_as the “first lift” from the river is located, which varies from about 2 miles on the west end to about 8 miles on the east end, where the “second lift” terminates and the “first lift” widens into the coastal plain. The bank of the river is the southern boundary of the valley, and it is higher than the “first lift,” but lower than the “second lift.” Floods occur in the Rio Grande, and the valley is subject to them.

There are ’ “resacas” or natural drainage channels running in an easterly direction and nearly parallel with the river, and they sometimes spread into and form lakes. There is a depression between the banks of the river and “second lift,” and during high floods this depression receives the high waters, and never returns them to the river, but carries them to a body of water known as *158 Laguna Madre. Canals have been constructed across the depression from the pumping plant on the river. The appellant irrigation district has maintained, as did its predecessor, a main canal with walls of earth rising several feet above the surrounding land, which extends toward the north; two openings or resacas being left open in the embankments for the passage of flood waters. Underground syphons convey the waters for irrigation under the breaks in the embankments. The two resacas that are syphoned are the Ruthven, 135 feet in length, and the La Cruz, about 400 feet in length. The first named opening in the embankment of the canal is sufficient to carry all the waters that go into Ruthven resaca, but the drainage channel is not sufficient to carry all the water, and the La Cruz syphon was not sufficient to carry all the water that went into it in the floods of 1919 and 1922. Large openings were made by the flood waters of 1919 and 1922 in the banks of the main canal, and the waters overflowed a large area of land lying east of the main canal. To prevent future breaks in the embankment, the height of the embankments along the Donna main canal for a-’distance of 24,000 feet are being made stronger, of which 7,400 feet have been completed. The main canal crosses what is known as the Tijera channel. No opening has been left in that, and no opening is contemplated at any point along the 2,400 feet of embankment which is being increased in width from 30 to 40 feet at the base and from a width of 6 feet at the top to a width of ten feet, and the height of the old embankment will be raised on an average of about two or three feet. The top will then be on a level of 90 feet above sea level. The increase in the width and height of the old embankment is for the purpose of protecting the canals and other improvements from being injured or destroyed by floods, and also' to protect some 10,000 acres of land from inundation. The greater portion of the lands of appellees' have an elevation of from 80 to 85 feet above sea level. In 1919 and 1922 most of the lands of appellees were overflowed; the waters varying in depth from a few inches to 5 feet. The waters remained on the lands from one or two days to about a week. Appellees at that time lost most of their crops. The embankments of appellants washed out for a distance of 1,500 feet. We copy the following findings of the lower court:

“The defendants have constructed the section of about 7,400 feet of said new levee above, described directly across the Tijera channel above described, and in such manner as to obstruct and close such channel, leaving no opening therein for the passage of waters, and that at said point said new levee is about 10 or 11 feet in height; and the effect thereof is and will be to close said channel and divert the flow of the waters which haye heretofore passed through said channel in such floods as occurred in 1919 and 1922 so that such waters in similar floods can find their outlet only through the La Cruz channel and La Cruz syphon above described; and said La Cruz channel and La Cruz syphon is greatly insufficient in capacity to discharge such waters.
“Further floods in the Rio Grande river and overflow of the waters of the river into and through said ‘first lift’ area in Hidalgo county, and into and through said ‘resaca’ system and drainage channels above described, such as occurred in the years 1919 and 1922 are practically certain to occur; and, if the defendants construct the levee involved in this suit, that is, raise the height of the old embankment of the Donna west main canal as above described, as the defendants now have such work in progress and have completed about - 7,400 feet in length thereof, and propose to complete same to a total length of about 24,000 feet as above described.

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Bluebook (online)
269 S.W. 157, Counsel Stack Legal Research, https://law.counselstack.com/opinion/donna-irr-dist-no-1-v-piper-texapp-1925.