In Re Judicial Ditch No. 12

36 N.W.2d 336, 227 Minn. 482
CourtSupreme Court of Minnesota
DecidedJanuary 28, 1949
DocketNos. 34,689, 34,690, 34,693, 34,694.
StatusPublished
Cited by9 cases

This text of 36 N.W.2d 336 (In Re Judicial Ditch No. 12) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
In Re Judicial Ditch No. 12, 36 N.W.2d 336, 227 Minn. 482 (Mich. 1949).

Opinion

1 Reported in 36 N.W.2d 336.

2 Certified to United States Supreme Court March 22, 1949. On January 10, 1948, the district court of the sixteenth judicial district, after a final hearing on the engineer's and viewers' reports, ordered the establishment of judicial ditch No. 12 in Grant, Traverse, and Wilkin counties. The order is brought here for review both by certiorari and appeal. Since it is properly here, by one method or the other, it is unnecessary to determine whether the correct procedure was adopted.

The Great Northern Railway Company and the Minneapolis, St. Paul Sault Ste. Marie Railroad Company, the latter hereinafter referred to as the Soo Line, whose rights of way cross the drainage district, were assessed for benefits. They are the only owners of properties affected seeking a review of the proceedings.

The drainage area of the proposed ditch comprises about 120 square miles or 80,000 acres. The main ditch runs northwest and southeast, and north and east of state highway No. 9. The right of way of the Great Northern Railway Company adjoins and parallels the highway to the south and west of it. The right of way of the Soo Line crosses the highway and the right of way of the Great Northern. The original petition called for a main ditch and three laterals. The engineer in his report prior to the appointment of viewers recommended the addition of two laterals. At the final hearing a sixth lateral was added.

1. The first question to be considered is whether the proposed drainage system is practicable and feasible and such that it will be *Page 485 of public utility and benefit and promote the public health. The court found that it met the above requirements. Relators-appellants seriously question the findings. A.M. Hopeman, appointed by the court as engineer to lay out the proposed drainage system, had had considerable experience in connection with drainage projects, some of them in this same territory, having acted as engineer on 400 miles of ditches. He testified that the proposed judicial ditch No. 12 is "one of the most feasible projects I have had in more than forty years." The engineers of the water resources division of the state conservation department questioned the size of the ditch and offered suggestions which they said might help out. They admitted that the direction of the main ditch, "generally speaking," was right and that the plan would make an ideal drainage condition for lands west of the Great Northern tracks, "a wonderful plan for this land." The ditch outlets into the Rabbit River. The conservation department engineers thought the outlet too small, while Hopeman considered it sufficient. We have not detailed all the evidence on this feature of the case, but sufficient to indicate that the court's finding that the proposed drainage system will be of public utility and benefit, will promote the public health, and that it is practicable and feasible is abundantly supported by the record.

2. The statute provides that the ditch engineer shall make a detailed survey and furnish all necessary plans and specifications for the proposed improvement. M.S.A. 106.08. Relators-appellants contend that Hopeman, the engineer, failed to comply with this statute. Their claim is based upon the following facts. State highway No. 9 will parallel the proposed main ditch for approximately 16 miles. It was contemplated that the material removed in the construction of the ditch would be used as a base for the reconstructed highway. The construction of the ditch and the rebuilding of the highway were to constitute a combined improvement. The highway department was therefore naturally very much interested in the proposed ditch. Its engineers made detailed plans of the combined highway and ditch improvement, including cross sections. Since the state was to use the excavated material in the reconstruction *Page 486 of its trunk highway, it had to know how much would be available for its purposes. To get the best results, it was not only desirable but necessary that the ditch engineers and the highway engineers coöperate. The highway department did its work at Morris. Hopeman checked the plans there. He collaborated and coöperated with the engineers of the highway department. He testified that the work was "even more complete" than if he had done it himself. Hopeman and the 15 men employed under him did all the work in connection with getting out the plans and specifications for the six laterals. The only complaint made was that the highway department was an interested party and therefore that the work represented its interest and not the ideas of the ditch engineer. Except as already indicated, no suggestion was made that the plans were faulty or that they would have been better if made by the ditch engineer himself and his assistants. Hopeman stated that the plans and specifications represented his views as fully as if executed by himself. A saving of time and money resulted from the arrangement. There was no duplication of work. Certainly, no one was prejudiced. The arrangement was commendable, not censurable, and in our opinion not in contravention of the statute which specifies the duties of the officially appointed ditch engineer. If the ditch engineer had duplicated the work already done by the highway engineering force in connection with the laying out of the main ditch, he personally would have done little more than to supervise. The actual work would have been done by his assistants. Although Hopeman did not supervise the making of the plans for the main ditch, he checked and approved them.

3. Appellants-relators contend that the viewers adopted an improper and illegal method of assessing benefits and awarding damages and that their action was arbitrary, unreasonable, and capricious. An analysis of the record does not bear out their claims. The viewers spent 45 to 47 days examining the parcels of land lying within the proposed drainage system. The testimony of viewer Beeson indicates that their inspection was thorough. He showed by his testimony an unusual understanding of the problems involved *Page 487 in the proposed system as a whole and those which arose in connection with each individual tract. The viewers inspected every parcel of land and had plats of every section, in some cases dividing or breaking down the sections into 20-acre tracts. They interviewed residents in the area where the inspection itself did not furnish sufficient information. After their field work had been completed they spent five or six days preparing their report. For assessment-of-benefit purpose, farm lands were divided into four classes. The assessment on such lands ran $14, $10, $5, and $2 per acre, depending upon the benefits to be derived from the construction of the ditch and its laterals. The cost of the improvement was estimated at less than half the amount of the assessments. The railroad rights of way were assessed on a different basis, as was the state highway right of way. In the assessment for benefits of 80,000 acres, errors are bound to creep in, but there is nothing in the record which would justify the court in throwing out the viewers' report.

4. The fact that the viewers failed to assess about 150 acres out of over 80,000 which would be benefited by the improvement does not vitiate the report.

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Bluebook (online)
36 N.W.2d 336, 227 Minn. 482, Counsel Stack Legal Research, https://law.counselstack.com/opinion/in-re-judicial-ditch-no-12-minn-1949.