American Oil Company v. City of St. Cloud

206 N.W.2d 31, 295 Minn. 428, 1973 Minn. LEXIS 1321
CourtSupreme Court of Minnesota
DecidedMarch 23, 1973
Docket43613
StatusPublished
Cited by8 cases

This text of 206 N.W.2d 31 (American Oil Company v. City of St. Cloud) 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
American Oil Company v. City of St. Cloud, 206 N.W.2d 31, 295 Minn. 428, 1973 Minn. LEXIS 1321 (Mich. 1973).

Opinion

Knutson, Chief Justice.

This is a consolidated appeal from judgments of the district court in effect affirming assessments by the city of St. Cloud for the construction of a sanitary sewer in said city.

The facts are not in dispute. Upon the petition of Delco Development Company for the construction of a sanitary sewer to serve a new area it was developing, the city proceeded to furnish such service. Located in the Delco area was a shopping center. Extending out from the Delco land there were about 500 acres not yet served by a sanitary sewer. Appellants in this proceeding own land in that area. The land owned by appellants was largely vacant farmland at the time of the assessment, but it was estimated that it would soon be developed and the city engineer and the council came to the conclusion that about one-half of the area would be developed as residential and the other half as industrial property. Shortly before the assessment, the entire tract was annexed to the city, and at the time of such annexation and at the time of the assessment all of the land involved in this proceeding was zoned as single-family residential.

Anticipating that when the whole tract was developed it would require sewer service, the city built a 21-inch trunkline as part of the extension of the sewer to the Delco property. Had it not *430 been for the projected necessity for sewers in the rest of the land involved, an 8-inch trunkline might have been sufficient. But the council, after considering the recommendation of the city engineer, concluded that it would be far cheaper to install a 21-inch trunkline at the time the sewer to the Delco property was built than to build a duplicate system later when sewers were needed to serve the remaining part of the area.

Public hearings were held, both on the project before the city determined to proceed with it and on the assessment after the project was completed.

The total cost of the project was $138,319.20. Of this amount the sum of $40,908.90 was assessed against the property that was immediately serviced by the sewer and the balance, amounting to $97,410.30, was assessed against the balance of the 500 acres in the amount of $195 per acre for indirect benefits although the sewer was not yet extended into the area, nor were there plans to extend the sewer in the immediate future. The trial court found, and the evidence amply sustains this finding, that all of the property was benefited by more than $195 per acre. From the testimony of the city engineer it is to be gathered that the actual benefit to some of the property was much greater than $195 per acre but that the minimum benefit to any of the property was at least that amount. The city engineer testified that the city could not assess the property benefited more than $195 per acre for the reason that the city would then make money on the project, which it could not do, and for that reason it was decided that all of the property would be assessed at the same rate. Apparently, it is the contention of appellants that this method of assessment was improper for the reason that some of the parcels would benefit more than others by the trunkline that was built, and that some of the land would not benefit at all because it was too far away.

It is apparent from reading a rather lengthy record that the city council thoroughly considered the matter before it decided to proceed with the construction of the then oversized trunkline *431 in order to service the whole area, when it became necessary, without building a duplicate system. The assessment for the property immediately benefited was based on the cost of a 12-inch trunkline; the assessment for the property indirectly benefited was based on the additional cost of putting in the 21-inch trunkline that would be sufficient to serve the area assessed for indirect benefits when such service became necessary. The testimony of the engineer in that respect is as follows:

“Q. The basis of the direct assessments is the cost of a 12 inch line where in fact you did put in a 24 inch line for two block [sic] and a 21 inch line for three blocks?
“A. Yes, the direct assessment was set at a cost per foot which we determined to be the normal cost incurred when you simply extend a 12 inch main which would average — under average conditions.”

We think the testimony of the engineer probably explains the thinking of the council better than we can express it. He testified:

“The total area service [d] consisted of approximately 500 acres. On that 500 acres we estimated we would have a residential population of 5000 people, and also estimated that we would have some commercial and industrial development on approximately one-half of that total acreage, so that we had approximately 250 acres on which we anticipated some commercial and industrial type of development, and we have a 5000 population. Running through a mechanical calculation on this first of all we had a population of 5000, and we set that the average daily flow from that population would be 100 gallons per capita per day, for a total flow from the residential population of — an average total average flow of 500,000 gallons per day. Then looking at the commercial and industrial development area we set — we say approximately 250 acres of commercial and industrial development, and from the commercial and industrial development we expected an average flow of about 4500 gallons per day per acre, *432 giving a total average flow from the commercial and industrial area of a million 125 thousand gallons per day; then adding together the flow from the residential and from the commercial and industrial development we took 500,000 gallons per day plus the 125 for a total average estimated daily flow of 1,626,000 [sic] gallons per day; then this is a trunk sewer which must be designed to take care of a peak flow under all conditions rather than an average daily flow, we used a figure of 2.5, so we took 1,625,000 gallons per day times the peak factor of 2.5 and said that we had to design a sewer with a capacity of 4,062,000 gallons per day, and in reviewing our designed statistics we found that a 21 inch sewer installed at the grade .001, one foot per foot has a capacity of 4.1 millions [sic] gallons per day, and so this is what was used.”

With respect to the area assessed for indirect benefits, the engineer testified:

“It was my recommendation or my analysis that the entire area did benefit by the availability of sewer service; and regarding the question, the value of that benefit it was my analysis and my recommendation to the council that the benefit was in excess of $195.00 per acre, but that we were limited to assessing $195.00 per acre by the rule that the city cannot make a profit on the project.”

Apparently, appellants contend that inasmuch as the property involved is all zoned as single-family residential and, furthermore, that the city has no immediate plans for extending sewer service into the area assessed for indirect benefits, no benefits are received that would increase the market value of the property. We think this position is untenable. While present use may be considered, it is not controlling. See Village of Edina v. Joseph, 264 Minn. 84, 95, 119 N. W. 2d 809, 817 (1962), where we said:

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Bluebook (online)
206 N.W.2d 31, 295 Minn. 428, 1973 Minn. LEXIS 1321, Counsel Stack Legal Research, https://law.counselstack.com/opinion/american-oil-company-v-city-of-st-cloud-minn-1973.