Thorson v. Board of Supervisors

90 N.W.2d 730, 249 Iowa 1088, 1958 Iowa Sup. LEXIS 478
CourtSupreme Court of Iowa
DecidedJune 3, 1958
DocketNo. 49426
StatusPublished
Cited by14 cases

This text of 90 N.W.2d 730 (Thorson v. Board of Supervisors) 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
Thorson v. Board of Supervisors, 90 N.W.2d 730, 249 Iowa 1088, 1958 Iowa Sup. LEXIS 478 (iowa 1958).

Opinion

Garfield, J.

In the district court this was an appeal by plaintiffs, owners of the South Half of Section 3, Avery Township, Humboldt County, from the overruling by defendant board of supervisors of their objections, filed pursuant to section 455.112, Code of 1954, to the engineer’s certification that work upon the drainage improvement in district 7 had been completed in accordance with plans and specifications. (See section 455.111.) Following trial in equity as provided by section 455.101 plaintiffs’ appeal was dismissed and they have appealed to us from the decree.

The drainage district in question is No. 7, Humboldt County, established prior to 1910. In 1951 a cleanout and other improvements of the drains in the district were being considered and Kowat & Murray, engineers of Belmond, were directed to examine the district and report to defendant board. Their report made in January 1952 recommended deepening and flattening the interior slope of the ditches and that lateral 1 be reconstructed by being cleaned out and deepened throughout.

After bids were invited Cooper Construction Company of Fort Dodge was awarded the contract in January 1954 for the total sum of $45,220.45. Of this amount $5002.52 was for work upon lateral 1 — $4936.52 for channel excavation of 43,686 cubic yards, including bank leveling, and $66 for repair of ten tile outlets. Total channel excavation in the entire district was to be 373,115 cubic yards at $.113. per yard of which 242,124 yards were to be in the main ditch. About June 15, 1955, engineer Murray certified to the board that work under the contract had been completed in accordance with plans and specifications and recommended its final acceptance. He also filed his final estimate, [1091]*1091verified by Mm, stating that $10,288.21 was due the contractor on the theory the contract had been fully performed.

Plaintiffs filed written objections to the engineer’s report, set for hearing before the board on July 1, 1955, complaimng mainly of the manner in which the work was done on lateral 1. The objections erroneously refer to subdistriet, rather than lateral, 1 but the board must have understood the location of the work complained of. The objections state, in part, the work does not comply with the contract and specifications. Also that the excavation, particularly on the south bank (of lateral 1), is rough and uneven and in many places does not conform to the slope required by the specifications but is vertical, resulting in caving in of earth to obstruct the flow of water in the ditch and undermine the roadway of the adjoining public Mghway.

The portion of lateral 1 which is the subject of controversy is an open ditch about 1900 feet in length, between stations 33 (on the east) and 52, along the north side of black-topped county highway T which runs east and west along the south side of Section 2. The southeast corner of plaintiffs’ 320 acres in Section 3 is at the upper (west) end of lateral 1 except that a north-and-south road between Sections 2 and 3, intersecting highway T, separates their land from the end of the ditch. The tile on most of the east half of plaintiffs’ land outlets through a 12-ineh pipe near the west end (station 51 plus 90) of lateral 1. Plaintiffs’ objections relate more particularly to the manner in which the work was done on about the west 1000 feet of the ditch referred to.

Apparently little consideration was given the engineer’s report of plaintiffs’ objections thereto at the July 1 board meeting but an adjourned meeting was then announced for July 18. At the later meeting it was shown that excavation on about the west 1000 feet of lateral 1 lacked the depth contemplated by the specifications by about 3% to 4 feet. That is, the bottom of this part of the ditch was about 3y% to 4 feet higher than planned. Of an estimated cubic yardage of 20,579 to be excavated between stations 33 and 52, in fact 9787 yards were removed. It also appeared the south bank of the ditch, next to highway T, was steeper than the two-to-one slope (two feet laterally and one foot vertically) required by the specifications. [1092]*1092Also in many places, mostly along tbe south bank, earth had caved into the ditch.

Prior to the adjourned board meeting engineer Murray asked an engineer named Barr from Minneapolis to investigate the part of lateral 1 in controversy and report to him the advisability of further cleaning it out or accepting the work as it was with revision of the contract price. Barr had previously worked for Rowat & Murray less than two years. Barr, with rather impressive qualifications, examined the work July 14 or 15 and wrote a four-page typewritten report dated July 16 which was before the board and considered at its meeting.

Mr. Barr, defendants’ principal witness at the trial in district court, recognized that somewhat less than half the planned excavation had been done on the west part of lateral 1, there were a number of cave-ins along the south bank and in places it was nearly vertical rather than a two-to-one slope. Barr also admitted the part of the ditch in controversy was not in a good state of repair when the contractor removed its draglines from the job.

It was Barr’s opinion, however, expressed in his report and upon the trial that the main cause of these conditions was the unusual character of layers of clay soil through which lateral 1 was located, further excavation of the west end of the ditch in July 1955 would only increase slipping of the banks and likelihood of damage to highway T, the work as done furnished adequate drainage for the district including an outlet for plaintiffs’ tile, it was better for the landowners to accept the work on lateral 1 with a deduction of pay to the contractor than to excavate further, and if caving of the banks continues until the ditch does not operate satisfactorily he recommended placing an 18-inch tile in the ditch between stations 33 and 52 and backfilling it.

Engineer Murray accepted the views of Barr and in effect recommended their acceptance to defendant board in a report dated July 18. The board unanimously accepted the work upon the drainage district “per recommendations and report of the engineer” and ordered that final payment be made thereunder “per revised estimate as filed by the engineer.” The contractor was thereafter paid for the amount of earth actually excavated [1093]*1093from lateral 1 as computed by the engineer. The revised estimate of excavation between stations 33 and 52 was 9787 yards. This was 10,792 yards less than originally estimated when the contract was let.

The trial court concluded there was no evidence to contradict that of engineer Barr or his recommendations to the board; the board acted in good faith on recommendation of competent engineers; to have completed the excavation at the upper end of lateral 1 would only have increased expense to the property owners with no benefit to them and added danger to highway T; lateral 1 furnished adequate drainage to the landowners and they were not prejudiced by abandoning excavation at the upper end; there was no evidence of fraud or connivance of the board members, the contractor or engineers and under the circumstances the board acted within its discretion in what it did on July 18.

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90 N.W.2d 730, 249 Iowa 1088, 1958 Iowa Sup. LEXIS 478, Counsel Stack Legal Research, https://law.counselstack.com/opinion/thorson-v-board-of-supervisors-iowa-1958.