National Labor Relations Board v. Fruin-Colnon Construction Co. And Utah Construction and Mining Co., a Joint Venture

330 F.2d 885, 56 L.R.R.M. (BNA) 2048, 1964 U.S. App. LEXIS 5570
Court of Appeals for the Eighth Circuit·Decided April 24, 1964·No. 17390_1·Published·Cited by 17 cases

Opinion

MEHAFFY, Circuit Judge.

This is a petition by the National Labor Relations Board pursuant to § 10(e) of the National Labor Relations Act (29 U.S.C.A. § 141 et seq.) for enforcement of its decision and order (139 N.L.R.B. 894) arising from alleged unfair labor practices committed by respondent, Fruin-Colnon Construction Co., a Missouri corporation, and Utah Construction and Mining Co., a Delaware corporation, engaged as joint venturers in the interstate business of construction of a hydroelectric project in Missouri for a utility company operating therein.

The facts and findings of the Trial Examiner, adopted by the Board, but contested in main by respondent as unsubstantiated by the evidence, are summarized most favorably to petitioner as follows.

The project’s plan of construction entailed fabrication of a fifty-five acre, dike-enclosed reservoir atop a mountain, in the basin of which a shaft, 450 feet deep and 27 feet in diameter, was being dug to connect with a tunnel bored almost the entire length up the mountainside, the lower outlet of which emptied into a second reservoir at the foot of the mountain. A powerhouse integrated with the “shaft-tunnel” conduit between the two reservoirs was designed to generate additional electricity when needed from water circulated between the two reservoirs.

At the time of their asserted wrongful-discharge by respondent, the four, complaining rank-and-file miners, Lanham, Gailey, Bess and Upchurch plus miner Williams and Foreman Fitzgerald comprised one of three eight-hour shifts assigned to continuous work on the shaft. 1 It was the task of these miners to enlarge the entire length of the proposed shaft commencing at the opening on top of the mountain and proceeding downward by expanding to the specified 27 foot diameter the previously mined pilot hole, which varied in width from eight to twelve feet. Simultaneously, the walls or dikes of the upper reservoir were being constructed in the area adjacent to the mouth of the shaft by trucks dumping fill from the leveled mountaintop and sluicing it with high pressured water pumps into compacted pyramidal embankments.

On the morning of November 8, 1961 at 7:00 a. m., Foreman Fitzgerald and his five man crew reported for work at the mouth of the shaft. According to practice, the preceding shift was hoisted by crane from their work in the shaft below to the surface in their cable-attached, double-decked, hexagonal platform especially constructed for this operation, and sometimes referred to by the miners as the “cage” 2 The relieved miners, appearing “wetter” and “dirtier than usual”, remarked to the men in Fitzgerald’s crew that “it was awful rough down there”. One of the miners in Fitzgerald’s 'crew testified he observed a rock roll down the nearby embankment where the sluicing operation was being conducted and strike the crane located behind a *887 chain-link, retaining fence encircling the collar of the mouth of the shaft. 3 Fitzgerald and his crew boarded the cage and were lowered 125 feet down into the shaft to the enlarged ledge surrounding and sloping inward at a 35° to 45° angle towards the pilot hole which marked the progress of the hole’s expansion to date. After dismounting from the top deck of the cage via ladder to the ledge, positioning the base of the cage over the pilot hole to protect to the extent possible from falling into it, and unloading their equipment from the lower deck, the men commenced the enlargement process where the prior shift had left off. In accordance with the standard operating procedure, two of the miners manned the air hose gun blowing the loose, uncleared debris and rock from a previous dynamite blast into the pilot hole, while two other miners attempted to drill holes in the shaft’s floor for insertion of explosives to be detonated after the crew’s subsequent removal from the shaft. The remaining miner tried to paint a line designating the intended outer perimeter of the shaft’s desired width, but water seeping and flowing in rivulets about the size of one’s little finger from fissures in the shaft’s walls obliterated his efforts. The approximate outside temperature on this morning was 29° F., recorded mechanically by a thermograph machine operating continuously at the jobsite. The effect of the colder temperature outside the shaft was to create a strong updraft through the pilot hole. This updraft would strike the bottom of the cage, positioned over the pilot hole, and spray onto the ledge, mixing with loose material from the blowing operation and forming a mud-laden mist which got into the miners’ eyes hampering their vision. The floor of the ledge was partially covered by deposits of a thin, concrete material called gunite which had fallen on November 6, 1961, during the last application to cyclone fencing bolted to the walls of the overhead, enlarged shaft as a precaution against loose rocks failing on the miners below. Seepage water on the gunite deposits on the floor of the ledge were found to have made the miners’ footing slippery.

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National Labor Relations Board v. Fruin-Colnon Construction Co. And Utah Construction and Mining Co., a Joint Venture, 330 F.2d 885, 56 L.R.R.M. (BNA) 2048, 1964 U.S. App. LEXIS 5570 (8th Cir. 1964).

330 F.2d 885 (National Labor Relations Board v. Fruin-Colnon Construction Co. And Utah Construction and Mining Co., a Joint Venture) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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