Dashner v. Woods Bros. Construction

217 N.W. 464, 205 Iowa 64
CourtSupreme Court of Iowa
DecidedJanuary 17, 1928
StatusPublished

This text of 217 N.W. 464 (Dashner v. Woods Bros. Construction) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Dashner v. Woods Bros. Construction, 217 N.W. 464, 205 Iowa 64 (iowa 1928).

Opinion

De Gbaee, J.

The vagaries and meanders of the Missouri River contiguous to Iowa on its western boundary are a matter of common knowledge. The legislature of this state took notice this aud iu the enactment of the drain-age law provided that, with reference to improvements along or adjacent to the Missouri River, the word “levee” shall be construed “to include, in addition to its ordinary and accepted meaning, embankments, revetments, retards, or any other approved system of construction which may be deemed necessary to adequately protect the banks of any river or stream, within or adjacent to any county, from wash, cutting, or erosion.” Section 7423, Code of 1924.

Pursuant to the provisions of the drainage law of Iowa, a petition signed by certain landowners and taxpayers, including, inter alia, the plaintiffs herein, was duly filed before the board *66 of supervisors of Mills County, asking that the board, acting as a drainage commission, take the necessary steps to establish a river protection district in said county and to construct the necessary protection work and assess the costs thereof to the landowners in a district proposed to be formed in accordance with the benefits conferred on such lands, and to construct in the river wing dams, retards, revetments, or other form of shore protection. It was recognized by the petitioners at this time that it was impossible to describe in the petition “any particular tract of land or place where the work should be located.” The Missouri River had been and was cutting away large tracts of land along the shore line, and endangering valuable agricultural lands in the entire proposed district from the Chicago, Burlington & Quincy bridge at Plattsmouth to the south line of Mills County.

In the month of August, 1922, the board appointed Seth Dean as commissioner, to report upon the feasibility and the character of such an undertaking. On the 5th.day of September, 1922, his report was filed with the board, accompanied with a preliminary survey, in which report the engineer stated that he had tentatively located such retards and wing dams as he found necessary at that time to prevent bank cutting along the river, and that the river front within the proposed district was then more than 7% miles long, and that the river was cutting in three places along the bank in the district, — a distance of 8,000 feet in one place, in another place, 6,000 feet, and 1,500 feet in another, with the probability that the shore line necessary to be protected would be increased if the river cut farther to the eastward.

The report of the engineer recommended, as the most feasible, a system of ten retards, more or less, along the cutting bank of the river. These retards consist of a number of grown trees of various sizes, fastened together and anchored along the cutting bank, and cabled to the bank by wire cables, and fastened in the river to concrete piles sunk at intervals in the. channel away from the bank.

On the 14th day of November, 1922, a full hearing of the matter was had before the board, objections to the project were received, and, after full consideration, the board passed a resolution of establishment, which provided that a system of bank *67 protection against erosion should be constructed along tbe east bank of -the Missouri River from the Chicago, Burlington & Quincy bridge, running southerly about nine miles to the Mills County line, and that a system of permanent protection work be constructed at such points, in the kind and amount as a permanent survey might show to be necessary, as recommended by the commissioner in his report, and that the entire river front of approximately nine miles, as above stated, should constitute, “for construction purposes, one section.”

The resolution further provided that Seth Dean should be appointed construction engineer, with directions to him to prepare plans and specifications, form for contract, and notice to bidders. The engineer proceeded to perform his work, as directed.

Later, competitive bids were received, and the Woods Brothers Construction Company (defendant) was awarded the contract, and the plan and specifications were expressly made a part of the contract. Among other things, the construction company agreed to furnish, at its own expense, all the necessary equipment, machinery, tools, labor, and material (except standing timber) required, and to construct ten retards (more or less) of approximately a total length of 1,050 lineal feet, and such other auxiliary work as might be required according to maps, plans, and specifications therefor. The contract further provided that the work was to be paid for in drainage warrants at par, to be issued by the auditor of Mills County on Missouri River District No. 1, in sums not exceeding 80 per cent of the engineer’s monthly estimates of the work done, except the final estimate, when settlement “shall be made in full.”

It is further recited in said contract:

“The first party under the contract guarantees that the proper legal steps will be taken to secure funds sufficient to pay for the work as the amounts are certified by the engineer in charge,” and “that the work will be done at the expense of said district under the provisions of the drainage laws and that the same has been regularly ordered by resolution of the board of supervisors after an examination by them and recommendation of the drainage district engineer.”

It is further provided in said contract:

“The places where retards or other protection work are to *68 be put in and the amount will be determined by the engineer in charge, and the points marked in advance of construction,” and that “the location of the several retards being approximately .shown on the official map of the district and tentatively described as follows: * * *.”

The instant contract was duly executed and the required bond was filed by the contractor. The work was commenced in April, 1923, and completed in the month of August following.

In passing, it may be noted that, during the preliminary negotiations, and at the time the contractor began its work, the river was cutting in numerous places, and for this reason the retards were not built in all cases where the preliminary survey tentatively located them, but they were in all cases built at the points where the engineer directed, and the locations were in each case staked by the engineer in advance of construction, and put in under his charge, as provided by the contract and specifications. In other words, the contractor placed the retards at such places only as he was authorized by the contract to place them, and as directed by the construction engineer, who had the delegated authority to fix and designate the locations and direct the size and dimensions of the several parts of the improvement. With this brief summary of the facts, we turn our attention to the propositions urged by the appellants for a reversal.

I. The first charge is that the board of supervisors, acting as a drainage commission, had no power or authority to establish a district and to fix the estimate and improvement thereon in a manner different from the preliminary report of the engineer and recommended by the board.

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Bluebook (online)
217 N.W. 464, 205 Iowa 64, Counsel Stack Legal Research, https://law.counselstack.com/opinion/dashner-v-woods-bros-construction-iowa-1928.