State Ex Rel. Harmony Drainage District v. Hackmann

267 S.W. 608, 305 Mo. 685, 1924 Mo. LEXIS 497
Supreme Court of Missouri·Decided December 18, 1924·Published·Cited by 7 cases

Opinion

*694 RAGLAND, J.

Upon re-assigpment of this case, on December 3,1924, it fell to the lot of the writer to prepare the opinion. It is an original proceeding” in mandamus, in which it is sought to compel respondent, as State Auditor, to register one of an issue of bonds of relator, a drainage district organized under the provisions of Article IV, Chapter 28, Revised Statutes 1919, as amended by the Act of 1921, Laws 1921, page 303.

The lands assumed to have been incorporated into the drainage district in question consist of approximately 4881 acres, lying in a sharp bend of the Missouri River in the shape of a peninsula. The river runs along the north line of the district in an easterly direction for a *695 distance of about five miles, and then turns abruptly and runs in a southwesterly course: A short distance south of the turning point it is crossed by the Chicago & Alton Railroad and the state highway. After crossing the river these two highways run westwardly along and-near the river bank and paralleling it.

The lands embraced within the district are not subject to overflow except contingently. The petition to incorporate them into a drainage district, addressed to the county court, alleged: “that the present wash or bank erosion of the lands in said district will continue unless protection be had and will wash away the lands in said district near the river now protecting the entire district from overflow, and will result in all the lands and other property in said district being subject to overflow and being overflowed by the Missouri River, to the detriment of the public health,” etc.

The viewers and engineer sent out by the county court to determine approximately the proper character, dimensions, location and probable cost of the improvement necessary to accomplish the object of the petition reported:

“The character of the improvement would consist of a series of permeable tree retards, constructed at approximate right angles to the bank, cabled securely together and anchored to re-inforced concrete piling completely submerged below the possible line of scour. The retard itself to be built from the bed of the river to above the surface of the water and from the bank out into the stream for a distance varying from one hundred to thr'ee hundred feet in length. In general these structures will be placed along the north line of the proposed district from a point in the northwest quarter of Section 1, Township 51 North, Range 19 West, and extending along the river bank to a point in the northeast quarter of Section 3. The main work would have to be installed along the bank lines through said Sections 3, 4 and 5. The work contemplated in Section 1, above *696 referred to, -would be for the purpose of preventing further unravelling or destruction of the existing installation and to prevent the river from flanking said work or possibly cutting through into the lower lands immediately to the south. The structures installed through Sections 3, 4 and 5 would be placed an approximate distance of eight hundred feet apart, which locations are shown on the map attached hereto. The probable cost of said work has been estimated at two hundred thousand dollars ($200,000).”

Pending the proceeding in the county court to get the drainage district incorporated and functioning, the current was all the while cutting away the river bank along the north side of the district. So rapidly was this erosion taking place that it was feared the river would break through and form a new channel from three to four miles south of the railroad and highway bridges, leaving those structures high and dry. As a result of this apprehension the Chicago & Alton Railroad Company and the State Highway Commission, cooperating with the War Department, immediately began the construction of most of the improvements contemplated through the formation of a drainage district. The engineer and viewers sent out by the county court the second time, for the purpose of establishing the precise location, dimensions and formation of the proposed improvement reported:

“The district has a frontage on the Missouri River along* the north line of the district approximately five miles. Two miles of this front is already revetted with bank protection and other interested parties have already contracted and are now constructing additional bank protection for a considerable portion of the remaining frontage. There are, however, two points along the front where it is essential that bank protection work be installed for the protection of the district. At these two points protection work will not only give the desired protection for the district, but -gill safeguard and com *697 píete other work which is now giving partial- protection to the lands and other properties in the district. Since the survey was made in October, 1923, a survey on March 26th showed that the river had cut back a distance varying from 100 feet to 500 feet and had now arrived at a point where in one place it was within 95 feet of the right-of-way of the Chicago & Alton Railway.

“In general, the soil is sandy and as a consequence the banks of the river are readily subject to erosion. A swail extending through section three across the lands of Amelia Kessler and Mr. Friemnoth provide an added threat to the possibility of the river ultimately breaking through the point now extending immediately above the railway and highway bridges.

“In general the plan calls for the construction of three standard current retards of the same type as are now being constructed by the Highway Department with the cooperation of the War Department at the same location.”

The character and construction of the retards recommended are described in the excerpt from the viewers’ first report heretofore set out. The cost of their installation was estimated at $20,000. •

After the confirmation of the final report of the viewers and engineer, which included an assessment of benefits and damages, and the levy of the tax, the property owners were given an opportunity to pay in cash. Some of them availed themselves of this opportunity, but there remained to be raised by an issue of bonds the sum of $11,785. A contract was let for the work and an order was made by the county court for the execution, issuance and sale of the “requisite bonds. One of such bonds was presented to respondent for registration which was refused.

It is conceded that the entire proceeding, from the filing in the county court of the petition for the incor'poration of the drainage district to the presentation of one of its bonds for registration, was in every respect regular.

*698 Respondent bases Ms refusal to register the bond tendered Mm for that purpose on these grounds:

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State Ex Rel. Harmony Drainage District v. Hackmann, 267 S.W. 608, 305 Mo. 685, 1924 Mo. LEXIS 497 (Mo. 1924).

267 S.W. 608 (State Ex Rel. Harmony Drainage District v. Hackmann) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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