Garvey Elevators, Inc. v. City of Wichita

714 P.2d 956, 238 Kan. 682, 1986 Kan. LEXIS 285
CourtSupreme Court of Kansas
DecidedFebruary 21, 1986
DocketNo. 57,631; No. 57,632; No. 57,763
StatusPublished
Cited by2 cases

This text of 714 P.2d 956 (Garvey Elevators, Inc. v. City of Wichita) 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
Garvey Elevators, Inc. v. City of Wichita, 714 P.2d 956, 238 Kan. 682, 1986 Kan. LEXIS 285 (kan 1986).

Opinion

The opinion of the court was delivered by

McFarland, J.:

Plaintiffs Garvey Elevators, Inc., The Coleman Company, Inc., and Wichita Union Stockyards Company seek to enjoin the defendant City of Wichita from levying and collecting special assessments for a storm water drainage project situated in north-central Wichita. The district court entered summary judgment in favor of defendant City and plaintiffs appeal therefrom.

Originally five owners of land in the benefit district each brought separate injunction actions. These five cases were consolidated in the district court. For reasons unimportant to this decision, two of the cases are not before us. The complex facts involved in this consolidated appeal are not in dispute and were well summarized by the district court as follows:

“Prior to 1965 there was in the northeast part of the City of Wichita an area of low income housing consisting of some 140 contiguous acres. This area was purchased by the Urban Renewal Agency of Wichita, Kansas, Metropolitan Area (42 USCS, Ch. 8A; Slum Clearance, Urban Renewal and Farm Housing) and cleared of all housing, leaving the tract surrounded by industrial development and open land. This tract will be hereinafter referred to as the U.R. (Urban Renewal) tract.
“By 1965 the U.R. tract was located in the approximate south center of an area called the North Wichita Industrial Park. The entire area, including the U.R. tract, contained 1600 acres. Measured east to west, the park was approximately 1 % miles wide on the north end and % of a mile wide on the south end. Measured from north to south, the park was two miles long. The southern border was 21st Street North, while the northern boundary followed roughly along an uneven line flexing between 39th and 40th Streets North. Broadway Street was the western border; Grove and the east branch of Chisholm Creek was the eastern border of the Industrial Park. For the purpose of this opinion this tract shall be called the Park. All of the Park could not be developed commercially because a part of it that included all of the U.R. tract was subjected to flooding each time a heavy rain occurred in the area.
“In April of 1965, the Urban Renewal Agency paid for a study done by professional engineers in an effort to define the drainage problems peculiar to the Park.
“A look at the maps furnished by the parties as exhibits shows that this drainage problem was due to the natural lay of the land upon which the Park was located. There is a drop of 30 feet in elevation from the north of the Park to its southern border. Runoff water from rain comes generally from the northeast to the southwest on the northern part of the Park, then straight south or southeast from north on the southern part of the Park. In addition to the runoff water [684]*684collected from rainfall within the Park itself, the land to the north and northeast of the Park drains into parts of the Park. The land immediately to the east of the Park drains — by and large — straight south or southwest from straight north or northeast. Rain water runoff from the land east of the Park collects in a natural channel called the east fork of Chisholm Creek. This same creek, as it works southwest, forms the southeast border of the Park. Chisholm Creek, from whence the east fork is named, is located west of the Park. It flows southeast and is joined by the east fork at approximately one city block south of the Park. By and large, the northeast corner of the Park itself drains straight south toward the east fork. In 1965 the east fork carried away the rain water runoff from the northeast corner of the Park.
“The engineers working on the drainage problem for the Park knew that the Kansas Highway Commission (now called the Kansas State Department of Transportation) had plans to construct a four lane, divided, controlled access highway across the Park in a north to south direction. This highway would be a part of 1-135, commonly called the ‘canal route.’ Although the record is not specific on the point, I will find that as a part of the highway plans available to them, the engineers working on the drainage problem would find that the State Highway Commission intended to take earth for fill on the roadway from land located within the eastern part of the Park. This taking of earth would create an excavation in such a place that rain water runoff from the northeast part of the Park would be collected north of the east fork of Chisholm Creek.
“1966 was the year that the City of Wichita authorized payment to private engineers for the preparation of a detailed drainage plan that would fit the needs of the Park. The plan made by the engineers was accepted by the City during 1968.
“The problem could be solved, the engineers reasoned, by a two-step plan. The first step would be the construction of water collection apparatus along the center line of the western half of the Park. These collectors would then drain to the south into Chisholm Creek, which in turn connected with a canal that runs the length of the ‘canal route’ acrosS'the City of Wichita and finally empties into the Arkansas River at 35th Street South between Hydraulic and Hillside. The second step of the solution called for a ‘northeast diversion.’ The purpose of this step would be to divert rain water runoff coming from within and without the northeast part of the Park away from the remainder of the Park. The first step has come to be known as Main Storm Water Drain No. 14. For purposes of this opinion, it shall be called the ‘center drain.’ Step two has become known as Main Storm Water Drain No. 50. It shall be called the ‘northeast diversion’ in this opinion. The private engineers recommended to the City that both steps be done at once with cost spread over the study area.
“The drainage problem could be solved. The plans were drawn. The record indicates that the next problem to be faced by the City was financial. How could the project be paid for? Some Federal money was available through certain grants. Federal regulations regarding the U.R. tract prohibited the levying of special assessments against that tract.
“The City decided to do the center drain first. The cost would be $3,331,523.63. A resolution to begin construction was passed on March 9, 1971. [685]*685Two phases of work would be required for the center drain. Phase I would have two parts, Phase II but one part. Here is the cost and the method of financing:
1. Phase I
Federal grant - Model Cities : 465,781.11
Federal grant - Economic Development Administration 1,515,843.41
Benefit District by Special Assessment 1,096,964.80
2. Phase II Urban Renewal Agency 252,934.31
“The main rain water collector for this center drain was to be a large ditch running through the center of the U.R. tract — north to south. The U.R. tract was reduced from 145 acres to 108.14 developable acres. In addition, the entire cost of Phase II — the construction of the main collector on the U.R. tract — was to be paid for by Urban Renewal.
“The special assessment was on 820 acres (33,472,638 square feet). It was done by City Ordinance No. 34-669 in pursuance of K.S.A. 12-6a01

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Cite This Page — Counsel Stack

Bluebook (online)
714 P.2d 956, 238 Kan. 682, 1986 Kan. LEXIS 285, Counsel Stack Legal Research, https://law.counselstack.com/opinion/garvey-elevators-inc-v-city-of-wichita-kan-1986.