lighthouse on the Eddystone,--one of which incidents bade fair to check the progress of the building for an indefinite period of time, and well-nigh brought the career of our hero, John Potter, and his mates to an abrupt close.
CHAPTER THREE.
A VIOLENT INTERRUPTION.
The incident referred to in our last chapter occurred on the afternoon of a calm summer day. Early that morning, shortly after daybreak, Mr Rudyerd, with his engineers and workmen, put off in the boat to resume operations on the rock after a lapse of nearly a week, during which period rough weather had stopped the work. They landed without difficulty, the calm being so complete that there was only a little sea caused by the heavy swell on the south-west side of the Eddystone Rock, the leeside being as quiet as a pond.
"It's not often we have weather like this sir," observed John Potter to Mr Rudyerd, as the heavily-laden boat approached the landing place.
"True, John; a few weeks like this would enable us almost to complete the courses," replied the engineer. "Easy, lads, easy! If you run her up so fast you'll stave in the planks. Stand by with the fender, Teddy!"
"Ay, ay, sir!" cried the man, springing up and seizing a stuffed canvas ball, which he swung over the gunwale just in time to prevent the boat's side from grazing the rock. "There now: jump out wi' the painter; man alive!" said Teddy, addressing himself to Isaac Dorkin, who was naturally slow in his movements, "you'll go souse between the boat an' the rock av ye don't be smarter nor that."
Dorkin made some grumbling reply as he stepped upon the rock, and fastened the painter to a ring-bolt. His comrades sprang after him, and while some began to heave the tools from the boat, others busied themselves round the base of the column, which had by that time risen to a considerable height. It looked massive enough to bid defiance to wind and waves, however fierce their fury. Some such thought must have passed through Mr Rudyerd's mind just then, for a satisfied smile lighted up his usually grave features as he directed the men to arrange the tackle of the crane, by which the stones were to be removed from the boat to their place on the building. They were all quickly at work; for they knew from experience how suddenly their operations might be cut short by a gale.
In order that the reader may fully understand the details of the event which occurred that afternoon, it is necessary that he should know the nature of the structure, and the height to which, at that time, it had proceeded; and while we are on the subject, we may as well state a few facts connected with the foundation and superstructure, which cannot fail to interest all who take pleasure in contemplating man's efforts to overcome almost insuperable difficulties.
As we have said, the sloping foundation of the building was cut into a series of terraces or steps. There were seven of these. The first operation was the cutting of thirty-six holes in the solid rock, into which iron hold-fasts were securely fixed. The cutting of these holes or sockets was ingeniously managed. First, three small holes were drilled into the rock; and then these were broken into one large hole, which was afterwards smoothed, enlarged, and undercut, so as to be of dovetail form; the size of each being 7 and a half inches broad and 2 and a half inches wide at the top, and an inch broader at the bottom. They were about sixteen inches deep. Thirty-six massive malleable iron hold-fasts were then inserted, and wedged into the places thus prepared for them, besides being filled up with lead, so that no force of any kind could draw them out. The next proceeding was to place beams of solid oak timber, lengthwise, on the first step, thus bringing it level with the second step. Timbers of the same kind were then placed above and across these, bringing the level up to the third step. The next "course" of timbers was again laid, lengthwise, bringing the level to the fourth step, and so on to the seventh, above which two completely circular timber courses were laid, thus making a perfectly flat and solid foundation on which the remainder of the column might rest. The building, therefore, had no tendency to slide, even although it had not been held in its place by the thirty-six hold-fasts before mentioned. In addition to this, the various courses of timber were fastened to the rock and to each other by means of numerous iron cramps and bolts, and wooden trenails.
It was well known to Mr Rudyerd, however, that it was not possible to fit his timbers so perfectly to
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