Silks v. Lateral Sewer District No. T-39

450 P.2d 25, 202 Kan. 489, 1969 Kan. LEXIS 268
CourtSupreme Court of Kansas
DecidedJanuary 25, 1969
DocketNo. 45,222
StatusPublished
Cited by1 cases

This text of 450 P.2d 25 (Silks v. Lateral Sewer District No. T-39) 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
Silks v. Lateral Sewer District No. T-39, 450 P.2d 25, 202 Kan. 489, 1969 Kan. LEXIS 268 (kan 1969).

Opinion

The opinion of the court was delivered by

Kaul, J.:

This is an action for injunctive relief and to set aside special lateral sewer assessments levied pursuant to K. S. A. 19-2793' (Laws of 1965, Chapter 170, Section 2) Portions immaterial to this action have since been amended and the statute now appears, as K. S. A. 1968 Supp. 19-2793. For convenience the statute will hereafter be referred to as K. S. A. 19-2793 or 19-2793.

The appellant-defendant Board of County Commissioners of Johnson County, as the Governing Body of defendant Lateral Sewer-District No. T-39 (hereafter referred to as the governing body or defendants), have appealed from an adverse judgment.

The assessments attacked here were spread under the same statute-by the same Lateral Sewer District as in Hessell v. Lateral Sewer [490]*490District, 202 Kan. 499, 449 P.2d 496, this day decided. Much of what was said and held in the Hessell case is applicable herein and will be pointed out in the course of this opinion.

Plaintiff-appellee is the owner of land described as Lot A and Lot B, Corbin Place Resurvey, a subdivision in the City of Merriam, Johnson County. The special assessment levied by the governing body against Lots A and B were $2,032.74 and $3,710.08, respectively. On October 18, 1966, a public hearing on the apportionment of costs and assessments was held pursuant to K. S. A. 19-27,105. Plaintiff appeared and objected to the assessments against her two lots. The governing body rejected plaintiff’s objections and by resolution confirmed the assessments. Thereafter, plaintiff filed this action in district court.

Plaintiff alleged in her petition that the assessments against her lots were computed on the basis of the total number of square feet, contrary to the provisions of 19-2793, and that such action by the governing body was arbitrary, capricious and without legal authority. She prayed that such assessments be declared null and void; that the defendants be enjoined from spreading the assessments on the tax rolls; and that the court determine what assessments should be levied. In their answer defendants specifically denied that the assessments were levied contrary to 19-2793 or that their action was capricious and without legal authority. They admitted other allegations of plaintiff.

Trial was had to the court and on December 30, 1966, findings of fact and conclusions of law were made and judgment entered declaring the assessments null and void and the action of the governing body unreasonable, arbitrary and contrary to 19-2793. The trial court enjoined defendants from spreading the special assessments on the tax rolls and then determined how the special assessments should be spread against plaintiff’s two lots.

After their motion for a new trial was overruled defendants perfected this appeal. Basically, as in the Hessell case, the controversy involves the construction and application of the provisions of K. S. A. 19-2793. Pertinent provisions of the statute read:

“The cost of any such lateral sewers whenever built, including engineering and legal services, shall be spread equally per square foot over all land to a depth of one hundred -fifty (150) feet measured from the front property line or to the rear property line if less than one hundred fifty (150) feet within such lateral sewer district and all such areas are to be computed on the basis of the [491]*491net area exclusive of streets or roads, cemeteries or public paries; that for the purpose of this provision the term ‘front property line’ shall be considered to be (a) the front line of the lots established by recorded plats; or (b) in the case of unplatted lands, the front line established by recorded private restrictions; or (c) in case of lands not so platted or restricted, as determined by the governing body . . . Provided, That in the event any land within the lateral sewer district which shall have been exempted from assessment as being in excess of a depth of one hundred fifty (150) feet measured from the front property line, as herein provided, shall thereafter be served by said lateral sewer, said lands shall be subject to assessment and levy the same as are being levied upon all other lands in such lateral district and shall also provide for additional levies upon said land to pay a proportionate share of all amounts previously paid by such district upon any outstanding bonds: . . (Emphasis supplied.)

The portion emphasized provided for a substantially different method of assessment from that of the previous governing statute which provided that the cost of lateral sewers “shall be spread equally per square foot over all land within such lateral sewer district.” (Laws of 1953, Chapter 162, Section 7, G. S. 1953 Supp. 19-2793.)

The practical effect of the 1959 revision was to change the assessment of costs from an unlimited square foot basis to an assessment limited to square feet of land to a depth of 150 feet measured from the “front property line” or if the property in question was less than 150 feet in depth then to the rear property line. There was evidence that the legislative purpose of the 1959 revision was to cure and alleviate the inequities of a total square foot assessment on tracts exceptionally deep or large and in irregular or unusual shapes.

Plaintiff’s lots are contiguous and adjacent to one another. Lot A is a comer or end lot, located to the west of Lot B. Lot A contains 24,943 square feet and Lot B contains 45,525 square feet. The south boundary of Lot B is 140 feet long and abuts Hocker Drive, a public street. The north boundary is 200 feet long and abuts 57th Street. The average depth of Lot B is about 260.5 feet. The east boundary thereof is 261 feet and the west boundary (which is common with the east boundary of Lot A) is 260 feet. Lot A is bounded on the south, west and north by an irregular semicircular boundary which abuts Perry Lane. As noted, the depth (north and south) of Lot A is 260 feet at its east boundary, which is common with the west boundary of Lot B. The south, west and north boundary of Lot A is semi-circular in form and though [492]*492somewhat irregular it may, for our purposes here, be described as commencing at the southeast comer and extending in the form of a half circle around Lot A, terminating at the northeast comer thereof.

There were no front property lines of either Lots A or B established by recorded plats or private restrictions under provisions (a) and (b) of the statute. Therefore, establishment of front property lines for the two lots was left to the determination of the governing body under provision (c).

The residence of plaintiff and a small guest house were located on Lot B. The residence is approximately in the center of the lot and the guest house is in the northwest portion thereof. There are no improvements on Lot A.

The methods employed in spreading the assessments complained of were described by Myron K. Nelson, chief engineer of defendant sewer district.

Nelson testified as follows:

“A. The determination was made that Lot A was bounded by a sheet, Perry Lane. That Lot B fronted or abutted or was bounded by 57th Street on the North and Hocker Drive on the South and from this basis the 150-foot rule was applied, but since it overlapped, the actual area was used.

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Cite This Page — Counsel Stack

Bluebook (online)
450 P.2d 25, 202 Kan. 489, 1969 Kan. LEXIS 268, Counsel Stack Legal Research, https://law.counselstack.com/opinion/silks-v-lateral-sewer-district-no-t-39-kan-1969.