Jensen v. Buffalo Drainage District

84 P.2d 961, 148 Kan. 712, 1938 Kan. LEXIS 257
CourtSupreme Court of Kansas
DecidedDecember 10, 1938
DocketNo. 33,967
StatusPublished
Cited by5 cases

This text of 84 P.2d 961 (Jensen v. Buffalo Drainage District) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Jensen v. Buffalo Drainage District, 84 P.2d 961, 148 Kan. 712, 1938 Kan. LEXIS 257 (kan 1938).

Opinion

The opinion of the court was delivered by

Thiele, J.:

This was an action to enjoin the erection and maintenance of dikes along the Republican river in Cloud county, and from a judgment denying relief as prayed for, the plaintiffs appeal. [713]*713The appellees have filed a cross-appeal from that portion of the judgment adjudging that the Buffalo Drainage District was not legally incorporated, and also from a ruling on a motion to retax the costs.

The appellants’ specifications of error are that the trial court erred as a matter of law in concluding that plaintiffs were not entitled to injunctive relief and in not requiring removal and abatement of the dikes of which complaint is made. Under the circumstances we are concerned only with the findings of fact as made by the trial court and its conclusions of law based thereon.

For. our purposes the twenty-eight findings of fact may be summarized and quoted as follows: The Republican river flows through Cloud county in township 5, range 4, west, cutting the southwest corner of section 4 and intersecting sections 9, 10, 11 and 14. The river forms the south and west boundary line of Sibley township, wherein the plaintiffs reside, and the north and east boundary line of Buffalo township, wherein the defendants reside. At the time the lands were surveyed by the United States government, the lands bordering the river were meandered along the banks, and the irregular portions of the sections were designated as lots and the acreage noted on the survey. The river has an average width of 450 feet,-the banks are of sandy loam, and the fall of the river is from four to six feet per mile. At the points in controversy the river flows south into section 9, and when near the southern line turns generally east, and after proceeding well into section 10, it turns northeasterly until near the northeast corner, when it turns abruptly southeasterly into section 11 and then flows almost directly south for over a mile into section 14. In the northeast part of section 10 the south bank is high and the river is narrower. Generally the lands of plaintiffs and defendants are what is called “first bottom” lands, and when the river overflows a considerable portion of the land is covered by water. After the flood of 1903 the landowners on the south side of the river, by agreement, constructed a dike on the south bank of the river to protect their lands from overflow water. In 1912 another agreement was made and another dike was erected, because the first dike had been damaged and destroyed by floods. At different times work was done on the dike, and after the 1915 flood there was reconstruction and repair. The river overflowed in 1869, 1887, 1894, 1899, 1902, 1903, 1911, 1915, 1917, 1923, 1926, 1932 and 1935. In 1917, [714]*7141923 and 1926, at least, the river didn’t overflow the south side. Some of the overflows were caused by an ice jam where the bridge of the Missouri Pacific Railway Company crosses the stream. The railroad runs almost due north and south and crosses the river just west of the east line of section 9.

“13. The' first bottom land on both sides of the river is approximately on the same level. In time of flood the water first leaves the Republican river at some point north of plaintiffs’ land in Republic county. Before this floodwater which has left the banks at a point farther up the river has reached the plaintiffs’ land, the water comes out of the river at a low place on the east bank near where the section line between sections 4 and 9 intersects the bank. This floodwater mostly follows a low place across section 9 through a trestle bridge under the railroad, then on eastwardly through what was formerly called Lake George to find its way back into the river. The floodwater, which has come from a point farther up the stream, when it reaches this neighborhood follows partly the same course, but some portions of it and the other water which has broken out at the low place mentioned, and which does not go out under the trestle bridge, flows on south along the west side of the railroad and thus into the river.
“15. At two or three different times when the river' was high, water has been observed standing or flowing on the north side of the river across the land of some of the plaintiffs, before it was out of the banks on the south side of the river far enough to reach the base of the dikes as they stood at such times.
“16. At different times when the river has been high the floodwater which comes out on the south side of the river has gone over the dikes, and during the. flood of 1935 the dikes were greatly damaged, and have since been reconstructed. . . . [The present dikes are more substantial than the former ones and in general are not so high.]
“18. Before there were any dikes on the south side of the river floodwater came out of the river at a point near where the Missouri Pacific Railroad bridge is now located, and flowed in a southeasterly direction across section 15 to the bench between the first and second bottoms, then along this bench mostly in an easterly direction until it reentered the river.
“19. Some sort of a dike has been maintained on the south side of the river from 1905 until the present time, and after injury from floods has either been repaired or newly constructed promptly thereafter in much the same location as the present dike.
“20. As now constructed, and starting with the northwest end, the dike for 3,200 feet averages 4 feet higher than the river bank. For the next 1,200 feet the dike is 1 foot higher than the bank. For the next 2,800 feet it runs four and five feet higher than the bank. For the next 800 feet it is 4 feet higher and less. For the last 800 feet the river bank at some points is higher than the dike, but for the most part the dike is 3 feet and less higher than the bank. The new dike generally is not so high as the old dike. The river banks on either side of the river paralleling the dike as it now stands are approximately the same level.”

[715]*715The 1935 flood was the highest within the memory of the witnesses. Before the present construction was undertaken there were conferences between some of the plaintiffs and some of the defendants.

“22. . . . Said defendants knew that plaintiffs were objecting to the construction of the dike, but the construction was proceeded with. The present suit was not brought by plaintiffs until May 12, 1937, at which time most of the construction work had been completed. The only remaining work to be done at that time was the dressing up of the banks and other similar work.”

According to the government survey, lots 9 and 10 contain 46.10 acres. In October, 1935, a petition for organization of Buffalo drainage district was filed with the board of county commissioners. All proceedings were regular except as to description of boundaries. A sample description was:

“Approximately 33 acres, lots 9 and 10, section 9, township 5, range 4 west of the 6th P. M., belonging to Anna Williams estate.”

Later and in September, 1937, the board adopted a resolution to clarify and supplement, its effect being that the intent was to include in the boundaries of the drainage district:

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Cite This Page — Counsel Stack

Bluebook (online)
84 P.2d 961, 148 Kan. 712, 1938 Kan. LEXIS 257, Counsel Stack Legal Research, https://law.counselstack.com/opinion/jensen-v-buffalo-drainage-district-kan-1938.