Nordlinger v. Schellhorn

613 S.W.2d 184, 1981 Mo. App. LEXIS 2616
CourtMissouri Court of Appeals
DecidedMarch 2, 1981
DocketNo. WD 31491
StatusPublished

This text of 613 S.W.2d 184 (Nordlinger v. Schellhorn) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nordlinger v. Schellhorn, 613 S.W.2d 184, 1981 Mo. App. LEXIS 2616 (Mo. Ct. App. 1981).

Opinion

CLARK, Judge.

This suit for declaratory judgment arose out of the establishment of sewer districts in the Village of Country Club, Andrew County. Plaintiffs, who own improved residential lots in the village, sought a declaration that ordinances setting the boundaries of sewer districts were arbitrary and discriminatory because plaintiffs were thereby denied practical access to a common sewer system. The trial court so found and directed that sewers be provided. The village and its board of trustees appeal.

The Village of Country Club is a suburban community with a population of approximately one thousand and adjoins the north boundary of St. Joseph. Village affairs are conducted by a board of trustees. Plaintiffs’ lots in the village are part of a subdivision known as Hurst Hills which contains one hundred ten homes. Plaintiffs own nine of these residences located in the eastern portion of the subdivision and adjacent to Business Loop 29, an interstate highway. The highway is also the east boundary both of Hurst Hills and of the village.

When the homes in Hurst Hills were first built, no central sewage disposal system was available. Each residence disposed of sewage by a septic tank and lateral absorption fields individually constructed and maintained. In time, however, some lot areas, particularly in the lower ground, became saturated and the septic tank systems were no longer effective. Stagnant pools of sewage were standing in some areas, sewage was bubbling to the surface and some residents of Hurst Hills were compelled to restrict use of plumbing facilities.

Plaintiffs’ lots at all material times actually suffered from none of the sewage disposal problems which affected lots to the west, a circumstance attributable in part to the terrain. The septic tanks at plaintiffs’ homes have continued to serve in a reasonably satisfactory manner. At a future date, sewers may be a necessity and the value of plaintiffs’ property will be influenced by the availability of a common sewer system.

Plans for construction of sanitary sewers in Hurst Hills were first undertaken seriously early in 1979. The engineer consulted as to sewer design advised the village trustees that the most economical and satisfactory sewer system is one which relies entirely on gravity flow. To secure the benefit of gravity, the lateral collection sewers, the main sewer and the ultimate point of discharge must be planned and located so that no mechanical device is needed to force the sewage from one point to another. In Hurst Hills, the contour of the ground requires generally that drainage be from the north to the south.

Plaintiffs’ lots do not adapt to the drainage pattern of the remaining lots in the subdivision. This easterly area naturally drains to the east and if included in a common sewer system with the remainder of the subdivision, the sewage from plaintiffs’ homes would not flow by gravity but would require a mechanical force to propel it to the ultimate point of discharge on the south boundary of the subdivision.

Two types of equipment were available to accomplish the transfer of sewage from plaintiffs’ lots to the main subdivision sewer, a lift station or individual grinder pumps. A lift station consists of a manhole into which sewage drains and collects and is then propelled into the main sewer line by pumps automatically activated when the sewage in the manhole reaches a predetermined level. A grinder pump is much like a garbage disposal. The solids in the sewage are reduced to small particles by grinding and the material is then pumped into the [186]*186sewer main. Both lift stations and grinder pumps force sewage to flow by pumping action, but a lift station handles larger material and greater volume and is therefore rated at greater capacity.

After meetings with residents of Hurst Hills and after considering reports and alternate proposals by the engineer for construction of sewers, the village trustees adopted Village Ordinance No. 79. This ordinance established the Hurst Hills Sewer District, the boundaries of which corresponded with the boundaries of the subdivision and included plaintiffs’ lots. Subsequent controversy developed, however, as to what method would be used to provide the force necessary to transfer the sewage to the main gravity system from plaintiffs’ homes and from three other residences nearby.

The engineer recommended that individual grinder pumps be installed in each of the twelve homes. Plaintiffs opposed this option because they would be obligated to pay the cost of electricity to operate the pumps and subsequent repair and replacement of the pumps would also be at their individual expense. In this respect, plaintiffs contended that the cost to them for sewers would be greater than would be the cost to other home owners in Hurst Hills. Plaintiffs favored construction of a lift station at the common collection point for the twelve homes. As a sewer district facility, the lift station would be maintained at common expense chargeable to all home owners in the subdivision and plaintiffs would thereby be relieved of the expense associated with the use of grinder pumps. A lift station is technically more effective but is more costly-

The increased cost attributable to substitution of a lift station for individual grinder pumps was not accurately calculated or presented. The original estimate of costs for, constructing the sewer system using individual grinder pumps for the easterly twelve homes was placed at $3000.00 per lot or a total of $330,000.00 for sewers to the one hundred ten residences in Hurst Hills. This figure assumed some costs later eliminated by use of gravity flow to a south outflow point, but that cost adjustment was immaterial to the disputed question of what force mechanism would be provided for service to plaintiffs’ lots. The engineer did supply an estimate described as a “ball park figure” to provide service connections, gravity collection mains, a lift station and a force main to the east area of the twelve homes. The figure was first quoted at $50,-000.00 but was later increased to $55,000.00 to $60,000.00.

Plaintiffs’ opposition to the plan relegating them to the use of individual grinder pumps was countered by the unwillingness of the village trustees to accept the increased cost of the lift station. To resolve the controversy in which the trustees perceived plaintiffs to reject a sewer system using grinder pumps, the trustees adopted the ordinances here at issue. Village Ordinance No. 82 rescinded the prior Ordinance No. 79 and redefined the boundaries of the Hurst Hills Sewer District to exclude twelve lots in the east portion of the Hurst Hills subdivision, including the lots on which plaintiffs’ residences are located. The reconstituted sewer district comprised the balance of the Hurst Hills subdivision consisting of ninety-eight residences, all of which shared a common drainage contour.

Concurrently with the adoption of Ordinance No. 82, the village trustees also passed Village Ordinance No. 83. This latter ordinance created a new sewer district designated as the “One Hundred and Two River Sewer District.” The area included in the new district was that of the twelve excluded Hurst Hills lots, among which were the lots occupied by the residences owned by plaintiffs. The name of the district was taken from the river which topographically is associated with drainage from this general location.

Following the adoption of the ordinances dividing the Hurst Hills subdivision into two sewer districts, construction of sewers in the redefined Hurst Hills Sewer District was accomplished.

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Bluebook (online)
613 S.W.2d 184, 1981 Mo. App. LEXIS 2616, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nordlinger-v-schellhorn-moctapp-1981.