Omaha Pollution Control Corp. v. Carver-Greenfield Corp.

413 F. Supp. 1069, 1976 U.S. Dist. LEXIS 15769
CourtDistrict Court, D. Nebraska
DecidedApril 1, 1976
DocketCiv. 03693
StatusPublished
Cited by16 cases

This text of 413 F. Supp. 1069 (Omaha Pollution Control Corp. v. Carver-Greenfield Corp.) is published on Counsel Stack Legal Research, covering District Court, D. Nebraska primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Omaha Pollution Control Corp. v. Carver-Greenfield Corp., 413 F. Supp. 1069, 1976 U.S. Dist. LEXIS 15769 (D. Neb. 1976).

Opinion

MEMORANDUM and ORDER

VanSICKLE, District Judge.

Omaha, Nebraska is on the Missouri River about 20 miles north of the mouth of the Platte, and the same distance east of the westward reach of the Platte. Located as it is at the focal point of inland commerce with the western half of the North American Continent, it naturally has developed into a rail and highway center which serves the agricultural lands that stretch in every direction from it. It grew first into a livestock gathering point, and then into a livestock processing center.

By 1966, there were from 15 to 19 packing houses located in the Papillion creek watershed, which encompasses the south area of Omaha. These packing houses were slaughtering and processing over four million head of cattle, sheep, and hogs annually. The waste material from the kill floor and other packing house operations was being washed down into the Omaha city sewer system. The burden on the sewer system from this packing house area, in 1966, amounted to approximately one hundred thousand pounds of grease each day, and one hundred tons of solids each day. Those solids were principally paunch manure which consists of the undigested, or only partially digested, contents of the first stomach of cattle. These materials were carried through the sewers by twelve to fifteen million gallons of water each day. Since the existing sewer system could not possibly handle this burden, it was dumped into the Missouri River as raw sewage, principally through the Monroe Street outfall, which served the Omaha packing house area.

The Missouri River downstream communities, and the United States government vehemently resisted as the buildup of pollution became increasingly intolerable. Finally, at the interstate River Pollution Conference on March 29, 1966, Omaha received an ultimatum: Stop polluting the Missouri River with packing house wastes by December 15, 1966!

A shutdown of the packing industry would mean a job loss of six to seven thousand people. So a solution had to be found. But the city was already committed to the limit of its financial capacity. A part of its financial picture included a ten million dollar Missouri River Treatment Plant, which was engineered to handle the city’s light industrial waste and domestic waste. The plant was constructed in two units — one serving the north half of Omaha, the second serving the south half of Omaha. While the south plant could handle the final stages of packing house waste water processing, it could not do so until the bulk wastes from the packing houses had been separated.

During 1965, the critical situation in Omaha came to the attention of a representative of Fred S. Carver, Inc., Mr. Axt, who went to Omaha to suggest that a process known as the “Carver-Greenfield” process could solve the city’s woes.

By December 1, 1965, Fred S. Carver, Inc., had developed their presentation to the point of a telegraphed offer which included:

a. Financing, engineering and operation of a sewer collection system for packing house wastes.
b. Installation of Carver-Greenfield plant to remove paunch manure, fat, oil and other packing house waste from the sewage stream.
c. Return of the cleaned sewer stream to the city sewer system.

The telegraph offer also suggested that for a 5% cut of the profits, Fred S. Carver, Inc., would pledge its line of credit to assist the city’s financing. And it recited that it had authorized Stearns-Roger Corporation to do a feasibility study of the concept.

Fred S. Carver, Inc., in fact authorized the study to be paid for from anticipated proceeds of a suggested City of Omaha bond issue.

To digress briefly, Charles Greenfield had long been studying the processing of foods. He interested Fred S. Carver, Inc., manu *1074 facturer of hydraulic press equipment, in his research and development and ultimately received funding and support from them. Hydraulic presses fitted into the Greenfield process as preliminary squeeze drying steps in the process. As Fred S. Carver, Inc., became interested, and as the Greenfield process developed, it became known as the “Carver-Greenfield process.” By 1961, the Carver-Greenfield process had been adapted to sewage waste disposal, to a limited extent.

Returning to the Omaha picture, by February 3, 1966, Fred S. Carver, Inc., had given to Omaha a “detailed engineering report” which set out and explained the proposed Carver-Greenfield process of Omaha.

The schematic drawing (Ex. 7b) Appendix I, * contains the fundamental flow pattern and substantially the large hardware as the plant was finally constructed.

The problem of financing any undertaking to solve the city’s difficulties was constantly before the city. To solve that problem, Fred S. Carver, Inc., apparently at the suggestion of Robert J. Kutak suggested in their initial proposals that Eastman-Dillon of New York City be brought into the conversation.

By the end of March, 1966, the City of Omaha had organized a non-profit corporation named the Omaha Pollution Control Corporation (OPCC) as an operative arm. OPCC had undertaken to review alternative solutions to the problem, and as a part of that program explored financing avenues.

During this same time, i. e., by April 13, 1966, Fred S. Carver, Inc., created Carver-Greenfield Corporation (CGC). In its infancy, CGC was housed with and supported by Fred S. Carver, Inc., and in fact, wherever, during its Omaha activity, CGC could not fund itself out of the cash flow from OPCC and other, lesser ventures, Fred S. Carver, Inc., would assist to the best of its ability by making advances to CGC. But the organization of CGC reflected pressures beyond that of creation of an operative company. The original stockholders of Fred S. Carver, Inc., William and Robert Carver, sons of the founder, were distressed by the scope of the Omaha exposure, and the aggressiveness by Charles Greenfield, Robert Axt and Philip Haselton. Their dampening influence was also felt to be a hindrance by the more aggressive exploiters of the Carver-Greenfield process. The directors of Fred S. Carver, Inc., and CGC were not identical, although several members served on both boards. In fact, with reasonable dispatch after Carver-Greenfield Corporation was created, the Carver brothers traded down their equities in Carver-Greenfield Corporation in order to recapture Fred S. Carver, Inc. Then on November 25, 1969, the Carver brothers sold Fred S. Carver, Inc., to Sterling, Inc.

Returning to the Omaha story: Eastman-Dillon and Union Securities & Co., had expressed interest in financing the project. To support any financing decision, and to bolster the program of OPCC, a feasibility study of the project was authorized by OPCC. The large engineering and development firm of Stearns-Roger Corporation of Denver, Colorado, was employed to make the study on June 3, 1966. After first getting written assurance from Fred S. Carver, Inc., guaranteeing 50% of the cost should the feasibility study prove negative, OPCC ordered the study. The study was dated July 22, 1966, although it was released some two weeks later.

The study gave enthusiastic approval to the project. 1

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Bluebook (online)
413 F. Supp. 1069, 1976 U.S. Dist. LEXIS 15769, Counsel Stack Legal Research, https://law.counselstack.com/opinion/omaha-pollution-control-corp-v-carver-greenfield-corp-ned-1976.