Geisert v. Chicago, Rock Island & Pacific Railway Co.

43 S.W.2d 954, 42 S.W.2d 954, 226 Mo. App. 121, 1931 Mo. App. LEXIS 14
CourtMissouri Court of Appeals
DecidedNovember 3, 1931
StatusPublished
Cited by2 cases

This text of 43 S.W.2d 954 (Geisert v. Chicago, Rock Island & Pacific Railway Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Geisert v. Chicago, Rock Island & Pacific Railway Co., 43 S.W.2d 954, 42 S.W.2d 954, 226 Mo. App. 121, 1931 Mo. App. LEXIS 14 (Mo. Ct. App. 1931).

Opinions

These actions were instituted separately, and were tried together by agreement of the parties. They were tried before the court, without a jury. The trial resulted in judgments for the defendants. Plaintiffs have separately appealed to this court. The cases were heard together here, and one opinion will suffice to dispose of both of them.

The Labaddie Bottoms River Protection District is a corporation, organized under the provisions of Article 6, Chapter 64, Revised Statutes of Missouri, for the purpose of constructing a system of levees and ditches for reclaiming and protecting land in the Missouri river bottoms. The land included in the district lies wholly, or nearly so, in the river bottoms, and was subject to overflow from *Page 124 the Missouri river, and from streams coming from the bluffs along the bottoms. The south boundary of the district is generally coincident with the south right of way line of the Chicago, Rock Island Pacific Railway, and approximately three miles of the company's right of way line lies within the boundary of the district. A very great per cent of the land within the boundaries of the district was in comparatively recent years a part of the Missouri river. The district is on the south side of the river. A number of streams flow from the south and find outlet into the main ditch constructed and maintained by the district. Fiddle creek, Imann branch. Reed branch and Becker branch are the most important streams, but there are some minor-ones that empty into the main ditch. These streams arise and have their source in the bluffs south of the district, and the land is all agricultural land. The main ditch of the district is located north of, parallel with, and adjacent to the right of way of the railway company. When the ditch was constructed the earth excayated therefrom was utilized in the construction of a levee on the north side of the ditch. Within a distance of three miles wherein the ditch parallels the railway right of way four streams flow from the hills or bluffs through bridges in the railway embankment. Fiddle creek is the largest of these streams. Imann branch is another, but of less importance. West of Fiddle creek and Imann branch is Reed branch, and two thousand feet west of Reed branch is Becker branch.

Plats and drawings of the bottoms introduced in evidence, show numerous creek beds, depressions and swales. Water coming from the hills and flowing through Becker branch and Reed branch formerly found its way into Labaddie creek, and thence to the Missouri river. A considerable section of Labaddie creek is now cut off by the levees of the district and the creek bed is in cultivation. The main ditch of the district intercepts Fiddle creek. Reed branch, Imann branch. Becker branch and other smaller streams, and carries the water easterly to the Missouri river. When the railroad was built a bridge was constructed in its embankment some distance east of the present bridge over Becker branch, which is designated as bridge 44.3, and concerning which complaint is made in these suits. In about the year 1900 the bridge which had been constructed east of the present bridge over Becker branch was discontinued presumably because of changes in the flow of water and filling up by sedimentation. Becker branch has always been a natural watercourse fed by springs and water from rainfall and melting snow, and has a drainage area of about two hundred fifty-eight acres. The area tributary to all the streams mentioned is agricultural land, and in case of heavy rainfall considerable quantities of silt are carried down these streams. Since the recession of the Missouri river *Page 125 from a point near the bluffs to the present location, the bottoms have been filled rapidly from alluvion from the hills and accretion from the river. The main ditch, the levees and other improvements of the district were constructed in 1924 or 1925. Becker branch originally flowed south in a ravine through the bluffs to the foot of the bluffs, and thence easterly along the foot of the bluffs, and emptied into Reed branch. Later the course of this stream changed so that it ran north to the railroad right of way. The width of the bottom land between the bluffs and the railroad right of way is about five hundred feet. The change in the course of the stream appears to have been gradual, and resulted from natural causes. In February, 1922, the railway company installed a 2× 2 foot wooden box culvert in the railroad embankment, at the point where Becker branch flows down to the railroad right of way. The railway company was troubled a great deal with water coming down Becker branch to the roadbed, washing out the track and running over the track and washing out the ballast and portions of the embankment. As a result of heavy rains Becker branch would become swollen to such an extent that the box culvert was insufficient to carry the water. It would then inundate the track and wash the box culvert and road embankment out so that the track would be suspended without support, rendering it impossible to operate trains. It was on this account that the railway company installed the bridge to carry the waters flowing down to the right of way in Becker branch. This bridge was constructed in June, 1928. It is forty-two feet in length. The excavation made in the embankment at the time of the construction of the bridge was about three feet deep at the center panel of the bridge. No excavation was made upon the right of way of the railway company except through the embankment beneath the bridge.

Defendant Becker owns the land south of the railroad right of way on each side of Becker branch as it now flows. The slope of the land along Becker branch from the bluffs to the right of way is toward the north; the fall from the bluffs to the right of way being two to three feet. The land to the north of the right of way is much lower than the right of way and the land to the south of it. When Becker branch flowed easterly along the foot of the bluffs it appears that there was a channel for only a part of the way, so that the waters flowing to the east spread over the low land, and thence reached Reed branch. Thus it appears there was a gradual filling up of the channel of Reed branch and Becker branch so that Becker branch gradually worked to the west. At one time it flowed in a northeasterly direction, but in time it filled up by sedimentation so that it changed its course. It ceased to flow east or northeast and instead emptied into a natural basin west of its present *Page 126 course until the basin was filled by sedimentation. It then gradually worked easterly until it flowed directly north to and against the railway roadbed at the point where bridge 44.3 is now located. The embankment held the water, forming a pond and wet places on the land, whereupon the box culvert before mentioned was placed through the embankment. The culvert proved insufficient to carry the waters coming down Becker branch in case of heavy rainfall, so that the culvert and the railway embankment were washed out as before stated. To remedy this, bridge 44.3 was built.

The petitions complain of the defendant railway company for the construction of bridge 44.3 and complain of the defendant Becker for changing the course of Becker branch by digging a ditch across his land from south to north, to the railroad right of way, thus diverting from its natural course the waters of said branch, and causing the waters thereof to flow through and under said bridge into the drainage ditch, thus filling up the drainage ditch with sediment, breaking through the drainage levee and overflowing the lands of plaintiff Geisert, to the damage of both the plaintiff district and the plaintiff Geisert, and these suits are brought to recover for the damage thus wrought.

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Cite This Page — Counsel Stack

Bluebook (online)
43 S.W.2d 954, 42 S.W.2d 954, 226 Mo. App. 121, 1931 Mo. App. LEXIS 14, Counsel Stack Legal Research, https://law.counselstack.com/opinion/geisert-v-chicago-rock-island-pacific-railway-co-moctapp-1931.