Bartman v. Shobe

353 S.W.2d 550
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedFebruary 2, 1962
StatusPublished
Cited by20 cases

This text of 353 S.W.2d 550 (Bartman v. Shobe) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky (pre-1976) primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bartman v. Shobe, 353 S.W.2d 550 (Ky. 1962).

Opinion

PALMORE, Judge.

The controversy here is between the owners of adjoining tracts of land in Jefferson County. The appellant, Irma Bart-man, brought suit against the appellees O. L. Shobe and wife, Zelma Shobe, to enjoin further construction and eventual completion of a sewage treatment plant and sewerage system designed to carry off and drain through her property surface waters and sanitary sewage effluent from a residential subdivision being developed on the Shobe property. Because a great deal of money had already been spent on these facilities and the chancellor felt that the private loss and public inconvenience consequent to an *552 injunction would outweigh its benefit to Mrs. Bartman, he conditioned the grant of such relief upon the failure of the Shobes to comply with whichever of two alternative courses of action outlined in the judgment Mrs. Bartman might choose. She declined them both and brought this appeal, insisting on absolute entitlement to an injunction.

The lands in question lie in the periphery of the burgeoning metropolis of Louisville and its suburbs. The Shobe subdivision, called Zelma Fields, was authorized by the Louisville and Jefferson County Planning and Zoning Commission in July of 1956. It had theretofore been approved by the city-county Health Department for septic tanks. Over the course of the next 2½ years lots were sold and some 15 homes were built. It developed that there were numerous underground springs in the land, rendering it unsuitable for septic tanks during certain months of the year, with the result that in January of 1959 the Board of Health gave notice that no further construction would be authorized unless a different method of sewage disposal were devised. Since there were no public sewer lines and no large streams in the vicinity the engineer employed by the Shobes determined that the only practical solution was a sewage treatment plant. He thereupon submitted plans and designs to and secured approval of the Water Pollution Control Commission of the State Board of Health, the city-county Health Department, and the Metropolitan Sewer District, and then applied for re-zoning to a classification requiring sanitary sewers instead of septic tanks. The sewage treatment plant in question was the method of sanitary sewage disposal proposed in this application. After due advertisement a public hearing on the application was held on July 2, 1959, though Mrs. Bartman did not receive actual notice and was unaware of it. The application was granted by the zoning authority, and work on the project proceeded apace.

Zelma Fields subdivision consists of three sections. Nos. 2 and 3 abut the Bartman property, but No. 3 has not been platted and improved as yet. Sections 1 and 2 comprise 102 lots. By reason of a north-south ridge or hump running through No. 2 the natural surface drainage of 59 of these lots is westward, away from the Bartman land, which lies to the east. The remainder of No. 2 and all of No. 3 drain into the Bart-man tract, and to the extent that the surface waters are not absorbed by the ground they flow through a shallow draw or ravine a distance of 1624 feet on the Bartman place to a creek. For the first 436 feet this depression is relatively flat, but for the remaining 1188 feet it has a sufficiently well-defined channel to be called a “wet weather stream.” This part of the Bartman property is unimproved and covered with vegetation. Mrs. Bartman regards it as a bird sanctuary at present but contemplates its future sale for subdivision purposes when it ripens to peak value by reason of surrounding residential development.

The controversial disposal plant is located on Zelma Fields No. 2 about 40 feet from the Bartman line. Though its principal function is the treatment of sanitary sewage, it is designed to receive both storm and sanitary sewage through a system of gutters, drains and underground sewer pipes. Thus it will discharge not only the sanitary sewage effluent (after treatment) but also the surface waters that would otherwise drain over the ground and into the draw entering the Bartman tract. The outlet for this purpose is a 27-inch pipe which ends 3 or 4 feet from the Bartman line. In times of heavy rain it is to be expected that such a concentrated flow would result in some degree of erosion to the Bart-man property.

All of the surface waters (storm sewage) to be discharged in this manner naturally drain into the depression below the disposal plant, but the installation of gutters, drains and pipes will necessarily accelerate the flow to and onto Bartman. The sanitary sewage will be drawn from the whole subdivision, on both sides of the watershed divide. As presently designed, the plant *553 will handle a daily maximum of 50,000 gallons of sanitary sewage and will serve Zelma Fields Sections 1 and 2. When these two sections are fully developed and populated there will be a small flow of sanitary sewage effluent all the time, averaging the equivalent of 3 or 4 garden hoses, with a peak flow of about 5 garden hoses. (We are speaking now of the sanitary sewage effluent only, exclusive of storm sewage.) When Section 3 is developed it will be necessary to expand the plant capacity by an additional 40,000 gallons per day. It is so designed that it can be expanded eventually to a total capacity of 160,000 gallons. Contractual arrangements have been made whereby it will, upon completion, be conveyed to and operated by the Metropolitan Sewer District, a public agency.

The sanitary sewage effluent will be in the form of a clear liquid, less impure than ordinary surface water. It could be handled through an 8-inch pipe, whereas the combination with storm sewage will require a 27-inch pipe.

Mrs. Bartman learned of the construction in progress on November 3, 1959. She saw her attorney immediately, and on November 4 he notified the Shobes that she would resist “the flow of any kind from this plant onto her property.” The Shobes took the matter up with their counsel at once, and on November 17, 1959, he replied to the effect that the project had been duly approved and he did not believe Mrs. Bartman had a valid objection. There was no further communication between the parties until Mrs. Bartman brought this suit on April 11, 1960.

At the time Mrs. Bartman’s attorney wrote the Shobes on November 4, 1959, all of the construction work for the disposal plant and the storm and sanitary sewerage systems throughout Zelma Fields Sections 1 and 2 had been let out on contracts, and a substantial percentage of it had been completed. Work was finally halted about the middle of December, 1959, when the Shobes ran out of working capital, and at this time the outstanding contracts, totalling $157,000, had been performed to the extent of $114,000, based on the engineer’s estimates. (He estimated, incidentally, that $80,000 had been completed by November 3.) As of December 15, 1959, the percentage of completion was 95% on the sanitary sewage collection system, 74% on the treatment plant, and 30 to 50% on the storm sewerage. Completion of the project is contemplated by third parties who have contracted, on certain conditions, to buy the Shobes out.

To round out the picture, it should be mentioned that two innocent bystanders have built new houses in Zelma Fields No. 1 and are unable to sell or use them because septic tanks are no longer permitted and the sanitary sewerage facilities have not been and cannot be completed if Mrs. Bartman is granted an unconditional injunction.

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Bluebook (online)
353 S.W.2d 550, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bartman-v-shobe-kyctapphigh-1962.