Walsh v. West Coast Coal Mines, Inc.

197 P.2d 233, 31 Wash. 2d 396, 1948 Wash. LEXIS 277
CourtWashington Supreme Court
DecidedSeptember 7, 1948
DocketNo. 30525.
StatusPublished
Cited by57 cases

This text of 197 P.2d 233 (Walsh v. West Coast Coal Mines, Inc.) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Walsh v. West Coast Coal Mines, Inc., 197 P.2d 233, 31 Wash. 2d 396, 1948 Wash. LEXIS 277 (Wash. 1948).

Opinion

Steinert, J.

— Plaintiff, as administratrix, brought this action on behalf of herself and her minor children to recover damages for the death of her husband, resulting from an accident which occurred in defendant’s coal mine, and which she alleged was caused by defendant’s negligence. In its answer, defendant denied plaintiff’s allegations of negligence and, by way of three affirmative defenses, alleged (1) that the deceased was a mere volunteer on its premises at the time he was killed, and that the dangerous conditions then ánd there existing were fully known to and appreciated by him; (2) that his death was caused by his contributory negligence; and (3) that he voluntarily assumed the risks incident to his presence upon the premises under the existing conditions. Plaintiff demurred to the third affirmative defense. The trial court sustained the demurrer as to the categorical allegation of assumption of risk by the deceased, but overruled the demurrer as to the remainder of the pleaded defense, allowing the facts therein stated to stand as a plea of contributory negligence.

The'cause was tried to a jury, and, at the conclusion of all the. evidence, defendant moved for a directed verdict in its favor. The motion was denied, and the cause was submitted to the jury, which returned a verdict for plaintiff. Defendant’s motion for judgment notwithstanding the verdict or, in the alternative, for a new trial was denied, and judgment was thereupon entéred on the verdict. Defendant appealed.

*399 The facts with reference to the accident which resulted in the death of the deceased are as follows: Appellant,' West Coast Coal Mines, Inc., a corporation, owned and operated a coal mine, known as the Glen Echo mine, situated near Bellingham, in Whatcom county. The operation of the mine was conducted under the general supervision and management of appellant’s president, Joseph A. Jussel. The company employed as foreman one Gomer Owens, who had direct charge of the work done in and about the mine. The deceased, Walter H. Walsh, at and prior to the time of his death, was a Federal coal mine inspector of the United States bureau of mines. His duties involved the inspection of coal mines, observing and reporting hazardous conditions therein, and recommending safety measures. His territory covered three states, including Washington. Respondent, Marie C. Walsh, is the widow of the deceased and the mother of his seven children, six of whom were minors at the times involved in this action.

Sometime prior to June 30, 1945, it became apparent to the appellant company that, in order to continue its mining operations at the Glen Echo miné, it would be necessary to recondition the main slope, or opening into the mine. It appears that, at a point approximately forty feet within the portal, or entrance into the mine, the supporting timbers had become decayed and were being squeezed inward toward the center of the main slope. This so narrowed the width of the passageway that appellant’s coal cars, which ran along a track on the floor of this slope, were scraping against and cutting into the timbers and, by reason thereof, were barely able to pass that point. Appellant, through its officers, therefore decided to remove these old timbers, widen the passageway, and then re-enforce the slope with new timbers and concrete.

Under the direction of its foreman, Gomer Owens, appellant commenced these repairs by puffing out the old timbers with a hoist, but without first providing the slope with any temporary support, such as forepoling, raising the lagging, or putting in some other kind of sustaining prop, until the permanent support could be set in place.

*400 The removal of the old timbers and the absence of any temporary supports weakened the main slope to such an extent that, on June 30 or July 1, 1945, a “cave-in” of dirt, debris, and muck occurred about forty feet from the portal, at the place where the old timbers had been removed, thereby blocking the passageway of the slope. As it was necessary to remove the matter that had thus caved in before the reconditioning work could continue, appellant set about removing this mass of debris.

One of the problems involved in digging out a cave-in occurring in a mine is that of preventing the fall of other and further debris after the original matter has been removed from the site where the cave-in occurred. As such new matter usually proceeds from the roof, or top, of the slope, a standard method of control and support is to brace the roof at one end of the accumulated debris; as the debris is then cleared away at this and successive points, the brace above is extended forward progressively until the entire slope is completely cleared of the obstruction. This method, known as forepoling, prevents further cave-ins and sustains the roof of the slope until permanent supports can be set in place.

Appellant’s foreman attempted to forepole through the mass of fallen debris which blocked the slope. He first tried to forepole with timbers, and then with steel rails. His attempts proved unsuccessful, however, although experts testified that, had the work been done in a proper manner, it would have been successful and would have prevented further debris from falling into the slope.

Appellant thereupon concluded to remove the clogging matter by excavating the earth from the ground surface above the mine down to and through the obstructed slope. To accomplish this end, a clamshell, dirt-removing machine was employed. By this method, appellant was able to dig downward from the top and eventually remove the muck and debris that had fallen into the main slope. This operation, however, left a conical-shaped hole, about seventy-five feet deep, extending from the surface of the ground above the mine to the roof of the slope below. This hole *401 was about sixteen feet by twenty feet in size at the top where it met the ground surface, and about eight feet by ten feet at the bottom where it entered the slope. The sides were almost vertical and were allowed by appellant to remain in that condition. Overhanging trees, dirt, and debris were also left, and allowed to remain, around and about the top of the hole.

Expert witnesses testified that these conditions were very dangerous, and that proper safety procedure required that the sides of the hole be cut back to an angle of about forty-five degrees, or the angle of repose, and that the sides then be timbered. Appellant did dynamite parts of the overhang, but not sufficiently to change the situation materially.

This excavation having been completed and the debris from the bottom of the slope having been cleared away, appellant set about constructing a steel mat, or lacework, which was to be laid flat at the lower end of the hole, above the roof of the slope, and covered with timbers and dirt. The purpose of this mat was to act as a stopper, or plug, to prevent dirt and other foreign matter from entering the main slope through the hole above it. The mat was about twelve feet by fifteen feet in size and was constructed of sixty-pound steel rails placed lengthwise and sixteen-pound steel rails spot-welded crosswise, forming a web, and three-inch planking placed between and upon the rails. The steel rails were obtained from a junk yard.

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Bluebook (online)
197 P.2d 233, 31 Wash. 2d 396, 1948 Wash. LEXIS 277, Counsel Stack Legal Research, https://law.counselstack.com/opinion/walsh-v-west-coast-coal-mines-inc-wash-1948.