Collins v. Heavener Properties, Inc.

783 P.2d 883, 245 Kan. 623, 1989 Kan. LEXIS 190
CourtSupreme Court of Kansas
DecidedDecember 8, 1989
Docket62,189
StatusPublished
Cited by10 cases

This text of 783 P.2d 883 (Collins v. Heavener Properties, Inc.) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Collins v. Heavener Properties, Inc., 783 P.2d 883, 245 Kan. 623, 1989 Kan. LEXIS 190 (kan 1989).

Opinion

The opinion of the court was delivered by

Allegrucci, J.:

This is an action by the plaintiffs Gregg and Pamela Collins against defendants Jack Heavener and the Sedgwick County Board of County Commissioners (Board) for damages resulting from the installation of a septic system. In their cause of action against the Board, plaintiffs alleged the Board negligently granted the permit to install the septic system. The district court granted the Board’s motion for directed verdict, based upon the exemption under the Kansas Tort Claims Act relating to inspections. Although amendments to the Tort Claims Act now cause this exemption to appear at K.S.A. 1988 Supp. 75-6104(k) rather than (j), this exemption was not changed from the original as enacted. The plaintiffs appeal.

The facts are not disputed. In the summer of 1985, Pam and Gregg Collins sought an acre lot on which to build a house. They found and made an offer on lot Reserve B in Heavener’s Addition near Derby, Kansas. The contract, which was executed on the *624 28th of August, 1985, between the Collinses and the seller, Jack Heavener, contained an express provision inserted by the realtor that the lot would have water and that “the soil would perk test for a septic system.” Previously, the Collinses had built a house requiring a large septic system. Due to the cost of that system, the contract provision that the soil would perk test for a septic system was important to them because the area had no municipal sewer.

On September 9, 1985, Jack Heavener obtained a permit for installation of a sewage system upon Reserve B by applying for a variance of sewage facility standards. The variance required that the lateral trench be a minimum of 30 inches deep and a maximum of 4.5 feet, that 1,000 feet of lateral trenches be installed, and that a 1,000-gallon holding tank be used. This variance was permissible under a resolution adopted by the Board.

Soon after the contract was executed, the Collinses were told that Jack Heavener had completed the required percolation test and obtained the permit to construct a septic system. After the closing on September 15, 1985, Pamela Collins obtained a building permit for construction of the house. When the septic system was installed in January 1986, the Collinses first saw the permit, which required 1,000 feet of laterals — twice the size of the system they had anticipated. Roy Cromer, a water quality supervisor for the health department, agreed to reduce the laterals to 750 feet, but cautioned the Collinses that additional laterals might be necessary. Reducing the footage of the laterals took away the safety factor in the construction of the sewage system.

The Collinses moved into their new home on May 18, 1986. The toilet in the master bedroom overflowed on August 8, 1986. The 1,000-gallon septic tank was full; two 1,500-gallon loads were pumped from the tank during the next two days. When the system backed up again on August 18, 1986, 300 additional feet of laterals were added to the original 750 feet. Approximately 10 days after the additional laterals were added, the system backed up again. When the Collinses called Jack Heavener, he told them the system was installed too deep. He offered to pay for certain corrective measures if the Collinses would drop their complaints. He did not mention any restrictions on Reserve B.

*625 At this point, the Collinses obtained copies of all records pertaining to Reserve B, Heavener’s First Addition. They discovered that the records from the county health department contained percolation tests in 1977 and 1978, when the area was first platted. They also discovered that, on September 5, 1978, based upon the results of those tests, the health department classified the lot Reserve B, then designated as Lot 14, as “unsuitable for septic systems and must remain undeveloped.” The letter from the Sedgwick County Health Department to the Derby City Planning Commission stated: “The developer should submit to this office and the Derby Planning Commission an acceptable method for clearly designating in public records the status of these lots.” This letter further provided:

“The unsuitable lots may be labeled ‘Reserves’ on the plat, noted unbuildable in the plat text or simply not included in the platted area of the subdivision. Restrictive covenants prohibiting building on the lots would be acceptable. The use of any method would incorporate an automatic release on the lots at such time as a public sewer is available for connection.”

A three-by-five index card at the health department contained information concerning the issuance of septic system permits on various lots in Heavener’s First Addition. Concerning Reserve B, this card originally contained the notation “no permit,” but the notation was scratched through and altered to indicate a 60 to 90 percolation rate. Testimony by officials of the health department could not explain why the notation was changed, who changed it, or when the change occurred; no mention was made of any restrictions on or problems with lot Reserve B when the permit was obtained.

The percolation rate is the ability of the soil to absorb or transmit water. Before plats or subdivisions of land are approved, the suitability of soil for private disposal sewage systems must be determined by the health officer, based upon the results of soil percolation tests. The code mandates, in part:

“If a lateral field is utilized, at least 10,000 square feet of the property must be suitable for the location of the lateral field and must meet the following conditions:
a. Soil percolation tests for the lateral field area shall indicate a soil porosity at saturation such that a one-inch absorption or greater occurs within sixty minutes.”

*626 The code requires a percolation rate of 60. The percolation rate for any given soil sample is designated by a numeral equal to the number of minutes required for the absorption of one inch of water. The higher the numeral, the less the soil’s porosity.

All of the percolation rate data filed with the health department at the time a septic system permit was issued here indicated a percolation rate in excess of 90. The correspondence in the health department file and the index card showed that the soil porosity was such that laterals of at least 1,000 feet and perhaps more were necessary for this site.

At the close of the plaintiffs’ case, defendant Board moved for a directed verdict, arguing that it was exempt from liability under the Kansas Tort Claims Act because the conduct that occurred here was a failure to adequately inspect the situation as anticipated by K.S.A. 1988 Supp. 75-6104(k). In support of its argument, defendant directed the trial court to this court’s decision in Siple v. City of Topeka, 235 Kan. 167, 679 P.2d 190 (1984).

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Cite This Page — Counsel Stack

Bluebook (online)
783 P.2d 883, 245 Kan. 623, 1989 Kan. LEXIS 190, Counsel Stack Legal Research, https://law.counselstack.com/opinion/collins-v-heavener-properties-inc-kan-1989.