State ex rel. v. Riverside Drainage District

281 P. 881, 129 Kan. 150, 1929 Kan. LEXIS 37
CourtSupreme Court of Kansas
DecidedNovember 9, 1929
DocketNo. 28,881
StatusPublished
Cited by1 cases

This text of 281 P. 881 (State ex rel. v. Riverside 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
State ex rel. v. Riverside Drainage District, 281 P. 881, 129 Kan. 150, 1929 Kan. LEXIS 37 (kan 1929).

Opinion

The opinion of the court was delivered by

Marshall, J.:

The Riverside drainage district appeals from an order commanding it to construct a certain concrete dam and dig a certain ditch or ditches as described in the findings of fact made by the court.

This is the second appeal in this action. The opinion on the former appeal is found at State, ex rel., v. Riverside Drainage District, 123 Kan. 46, 254 Pac. 366, and an opinion denying a rehearing is found in State, ex rel., v. Riverside Drainage District, 123 Kan. 393, 255 Pac. 37. In the opinion found in 123 Kan. 46, 254 Pac. 366, are set out twenty-five findings of fact and eight conclusions of law made by the trial court. This court there affirmed the judgment against the Riverside drainage district, which ordered the district to remove the dike, dam and ditches complained of, and to return the land to the condition in which it existed prior to their construction. The judgment of this court, on the motion for rehearing, found in 123 Kan. 393, 255 Pac. 37, is as follows:

“In a posRopinion motion for rehearing and to modify the judgment, the appellant drainage district urges that the judgment should go no further than [151]*151to require defendant to remove the dike across the Big Slough creek. Possibly that is as far as the judgment now rendered goes. Just what work will have to be done to comply with the decree of the court is a matter to be taken up in the court below, in the event a controversy arises between the parties concerning it. The trial court still has jurisdiction of the case to see that its decree is carried into effect, and for that purpose may make any additional orders, or may, if it becomes necessary, modify its decree as necessity or justice requires.”

Upon the mandate from this court being filed in the district court, a writ of mandatory injunction was issued directed to the sheriff of Sedgwick county to carry into effect the judgment that had been rendered against the drainage district. The district filed a motion to quash that writ and prayed that in the event the motion to quash should be denied, the district be specifically informed “as to any and all requirements and orders of the court, in addition to the removal of ‘the dike across the Big Slough,’ and what work the court orders done to comply with the judgment, decree and writ of the court, other than the removal of the dike across the Big Slough.” That motion was denied. The Riverside drainage district then made answer and return to the writ, which answer in effect said that the judgment of the court had been complied with so far as it was possible so to do. Afterward, on the motion of the plaintiff, a writ to execute the judgment according to law was placed in the hands of the sheriff. Motion to quash that writ was filed by the district, and on the hearing of that motion evidence was taken, from which the court made additional findings of fact. Because of what appears to be some confusion in the judgment of the court, the findings of fact are set out in full, omitting one long complicated description of a ditch to be dug.

“Twenty-six. Under an execution issued on the judgment in this action, the defendant, the Riverside drainage district, removed the dike called the new dike, which was described in the eleventh finding of fact on the original trial of this action, and the following part of the old dike which was also described in the same finding of fact, to wit:
“Beginning at the half-section line, running east and west through section 7, and extending thence south a distance of approximately 190 yards to a point about 72 feet west of the south end of the new dike.
“This old dike is the dike which was constructed in the latter part of 1912 or in the early part of 1913. The removal of the new dike and the said portion of the old dike does not permit or cause the water to flow in the north and south forks of the Big Slough as it did before 1912 and immediately before the construction of the dikes and ditches in section 7, as described in the former findings of fact in this action.
[152]*152“To permit or cause the water to flow in the north and south forks as it did naturally before 1912 and before the construction of the dikes and ditches in section 7, the court finds that a dam should be constructed across the south fork and a ditch should be dug and a ditch filled as hereinafter set forth.
“The construction of the dam and ditch and the filling of the ditch are made necessary because under the evidence introduced on the original trial and since the rendition of the original judgment in this action, and as determined by original finding of fact No. 11 and other findings of fact, the south fork was deepened and the water caused to flow down the south fork.
“Twenty-seven. A concrete dam should be constructed at a point 688 feet south of the stone at the center of section 7, township 28, south of range 1 east in Sedgwick county, Kansas, across the south fork of the Big Slough; it should be 65 feet in length, 3 feet high, 1% feet above the bottom of the slough, and 114 feet under the ground, twelve inches thick at the bottom and six inches thick at the top.
“To the east, and opposite the east end of the concrete dam, the dug ditch running north and south in the northwest part of the southeast quarter of said section 7, should be filled with earth from the top of the ditch on one side to the top of the ditch on the other side. The height of this fill should be at least three feet and the width should be at least ten feet at the bottom and the width at the top should be four feet.
“On the lower side of the concrete dam the bed of the slough should be filled with crushed rock to within a foot of the top of the dam; the rock should have a slope of three feet horizontally to one foot vertically.
“Twenty-eight. A ditch ten feet wide on each side of the center line, described as follows, should be dug across the southeast quarter of said section 7, to wit: . . .
“This ditch should be ten feet wide at the bottom on each side of the said center line and the depth for the entire width of the bottom of the ditch should be the depth at that place as indicated by the center line. A ditch so constructed will conform to the course, depth and width of the north fork as it existed prior to 1912 and prior to the construction of the dikes and ditches in section 7 as nearly as it is now possible to construct a ditch in the course of the original north fork.
“Twenty-nine. A ditch described as follows would cost less and would be more effective in carrying off the water, to wit: A ditch ten feet wide on each side of center of section 7, township 28 south, range 1 east to the bridge on Seneca road, beginning at a point hub A, three hundred ninety-eight feet south of stone at center of section 7, township 28 south, range 1 east of the sixth P. M., and on'the half-section line between the SE% and the SW14 of said section, at which point the north fork of the Big Slough across said half-section line, then running south 70 degrees, 20 minutes east, a distance of two thousand seven hundred ninety-eight and 57/100 feet to the center line of Seneca road and bridge.

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Cite This Page — Counsel Stack

Bluebook (online)
281 P. 881, 129 Kan. 150, 1929 Kan. LEXIS 37, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-v-riverside-drainage-district-kan-1929.