Young Plumbing & Heating Co. v. Iowa Natural Resources Council

276 N.W.2d 377, 1979 Iowa Sup. LEXIS 823
CourtSupreme Court of Iowa
DecidedMarch 21, 1979
Docket61876
StatusPublished
Cited by37 cases

This text of 276 N.W.2d 377 (Young Plumbing & Heating Co. v. Iowa Natural Resources Council) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Young Plumbing & Heating Co. v. Iowa Natural Resources Council, 276 N.W.2d 377, 1979 Iowa Sup. LEXIS 823 (iowa 1979).

Opinion

REES, Justice.

This appeal by the Iowa Natural Resources Council (hereinafter Council) is from the order and ruling of the district court overturning the Council’s denial of the application of the petitioners Young Plumbing and Heating, Mechanical Contractors, Inc., and Verne F. Clute (hereinafter petitioners) for a permit to construct a building on a flood plain. We reverse the ruling of the district court and remand for further proceedings.

There is no factual dispute in this appeal. Some time prior to 1968 the original owners of the land in question obtained a building permit from the city of Cedar Falls and commenced construction of a condominium. The owners became bankrupt shortly after the foundation of the building had been constructed. Petitioners succeeded to the ownership of the building through the foreclosure of their mechanic’s liens for a sum in excess of $200,000, the building being set over to them in the bankruptcy proceedings.

The partially completed structure is located on the northerly bank of Dry Run Creek; the southerly side of the creek opposite the structure being the sites of private residences. Portions of the lots on both sides of the creek slope to the waterway.

Nothing was done to the structure for approximately three years. In 1971 residents opposite the structure on the southerly side of the creek complained to the Council, and the Council investigated the situation, obtaining surveys and cross sections of the creek area and data regarding past floods.

In January of 1973 petitioners’ engineers submitted plans and applications to the Council for excavation and filling on the site. Council advised petitioners it had determined a 200-foot floodway, centered in the channel of Dry Run Creek, to be necessary for the transmission of flood waters. The Council further advised petitioners that the existing structure and backfill was partially within 100 feet of the creek’s center-line and required it to be removed to a point beyond the 100-foot line to ensure that flood elevations would not be appreciably increased.

In February 1973 the petitioners’ engineers proposed improving the channel to increase the efficiency of the flow, allegedly reducing the flood elevation to allow use of the building. The Council’s staff studied alternatives for such improvements, but in August, 1973, the Council reaffirmed its position regarding the width of the flood-way, minimum protection level, and the removal of all construction within 100 feet of the centerline of the creek.

In October of 1974 residents of the area requested the city to remove the building because of its dilapidated condition. The city investigated the situation and gave the petitioners until May 16, 1975 to meet the Council’s requirements for the area.

*380 On May 1, 1975 the petitioners submitted plans to the Council proposing to widen the channel from eight, feet to 25 feet and to construct uniform 2:1 side slopes on the new channel. The Council set a public hearing on the application for June 23, 1975, and notified all interested parties. Hearing was held and testimony, including studies and other evidence, was submitted to the Council.

On July 10, 1975 the Council filed a detailed report, including the following findings: a 200-foot wide floodway centered in the stream is necessary to provide for the adequate transmission of flood water in a 100-year flood 1 and that this fact results in an encroachment boundary limit of 100 feet on either side of the centerline of the creek; the existing building and fill is within the encroachment limit and without any channel improvements would cause a 0.3 foot increase in the level of a regulatory flood 2 ; with the proposed channel improvements, if equal encroachment on the opposite bank were to be allowed there would be a 2.7 foot increase in the flood level, which is 1.7 feet above the permissible limits of the Council’s requirements; although the water entry level for the building would be above the actual water surface elevation of a regulatory flood it would be 0.4 feet below the minimum flood protection level; that even with the proposed channel improvements the building would be inundated by water flowing on its landward side and would be cut off from easy access. On the basis of these findings the Council concluded that the revised project would adversely affect the efficiency of or unduly restrict the capacity of the floodway and disapproved the petitioners’ application.

On July 21, 1975, the petitioners submitted an application for rehearing to the Council and requested that they be allowed to present evidence not submitted at the original hearing and to amend their plan and proposal. The Council granted petitioners’ request and set a public hearing for August 28, 1975, again giving notice to all interested parties.

At the August 28 hearing, revised plans were submitted providing for the construction of enbankments at both the upstream and downstream extremities of the structure so as to prevent a regulatory flood from cutting off access to the building. Petitioners also proposed to floodproof the building to the level of minimum protection and make other changes to better protect the structure from hydrostatic pressure. Petitioners also volunteered to post a $5,000 bond to ensure maintenance of the enbank-ments in accord with the revised plans. Petitioners’ engineers also presented studies showing that the proposed enbankments around the building would not raise the water surface profile above the elevation of the minimum protection level.

On September 5, 1975, the Council filed its findings and conclusions regarding the revised application. It found that with the proposed enbankments and modifications, the building would withstand the hydrostatic pressure of a regulatory flood. It further found that studies made by its staff did not substantially disagree with the studies of petitioners’ engineers that the project as revised would not raise the flood level higher than the minimum protection level. But the Council also concluded that the project would cause some problem to the landowners on the opposite side by increasing the level of the water surface profile and shifting all overbank flows to the south side. The Council specifically found its policy of “equal and opposite encroachment”, as in the proposed administrative rules, to be applicable to the facts of this case and that the revised proposal would not allow an equivalent encroachment on the opposite bank without exceeding the established protection levels. The Council further expressed doubt as to whether the proposed enbankment modifications could be properly maintained. On the basis of such findings and conclusions the Council disapproved the revised proposal.

*381 Petitioners then filed a petition for review of the administrative action of the Council in the District Court of Black Hawk County. In their petition for review, they alleged that the application of the proposed rule by the Council in the permit proceedings was violative of § 17A.3(2), The Code 1975, which provides that no agency rule is valid or effective against any party nor shall it be invoked by the agency for any purpose until the adoption requirements have been met.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Families Concerned About Nerve Gas Incineration v. ADEM
826 So. 2d 857 (Court of Civil Appeals of Alabama, 2002)
City of Sioux City v. Iowa Department of Commerce
584 N.W.2d 322 (Supreme Court of Iowa, 1998)
Dico, Inc. v. Iowa Employment Appeal Board
576 N.W.2d 352 (Supreme Court of Iowa, 1998)
IES Utilities Inc. v. Iowa Department of Revenue & Finance
545 N.W.2d 536 (Supreme Court of Iowa, 1996)
Ford v. Iowa Department of Human Services
500 N.W.2d 26 (Supreme Court of Iowa, 1993)
Burns v. Board of Nursing
495 N.W.2d 698 (Supreme Court of Iowa, 1993)
Receivership of Farmers State Bank v. Bernau
433 N.W.2d 734 (Supreme Court of Iowa, 1988)
Cruise v. Iowa Department of Transportation, Motor Vehicle Division
390 N.W.2d 602 (Court of Appeals of Iowa, 1986)
Mississippi Valley Milk Producers Ass'n v. Iowa Department of Revenue
387 N.W.2d 611 (Court of Appeals of Iowa, 1986)
Fears v. Iowa Department of Human Services
382 N.W.2d 473 (Court of Appeals of Iowa, 1985)
Hy-Vee Food Stores, Inc. v. Iowa Department of Revenue
379 N.W.2d 37 (Court of Appeals of Iowa, 1985)
Heidemann v. Sweitzer
375 N.W.2d 665 (Supreme Court of Iowa, 1985)
Iowa Planners Network v. Iowa State Commerce Commission
373 N.W.2d 106 (Supreme Court of Iowa, 1985)
Opinion No.
Texas Attorney General Reports, 1985
Teleconnect Co. v. Iowa State Commerce Commission
366 N.W.2d 515 (Supreme Court of Iowa, 1985)

Cite This Page — Counsel Stack

Bluebook (online)
276 N.W.2d 377, 1979 Iowa Sup. LEXIS 823, Counsel Stack Legal Research, https://law.counselstack.com/opinion/young-plumbing-heating-co-v-iowa-natural-resources-council-iowa-1979.