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16
MINING IN CALIFORNIA AND NEVADA.
Section II.—Mining Operations.
SINKING SHAFTS.
The methods for sinking shafts in connection with lodes and the vertical shafts examined call for no special remark, but, in cases where the underlay of lode is followed like the Idaho Company, the main shaft of which measures 20 feet long by 6 feet wide in the clear of timber, and is divided into four compartments, a considerable saving of time and expense was obtained by, firstly, using one of the compartments exclusively for the " sinkers," and providing a " tub " specially for their use in removing the debris to the surface by means of a separate drum at the winding engine ; secondly, it was found to be more expeditious and cheaper on the whole to sink a smaller shaft in advance, say 100 feet deep, then open out to the full size and put in the permanent timber from the bottom, widen out to full size of main shaft whilst rising above the bottom sets until the above-mentioned space was secured in the ordinary way. That this operation was effected in a superior manner, I found after numerous inspections, and that the sinking was of a satisfactory speed from the fact that this company sank that large shaft, measuring 23 feet long by 9 feet wide, " outside of timber," to a depth of 1,000 feet, in five years and eight months. When it is borne in mind that the hard schist at the hanging wall and the continuously swelling serpentine at the foot wall necessitated continual repair, and a complete system of " false sets " to keep up the sides, the actual time consumed would appear reasonable as. well as the expense per foot, viz., 100 dollars, inclusive of all material, labor, engine work, fuel, and interest.
The American boards of directors or trustees controlling mines go very systematically to work, and they require their mine superintendents to furnish the board with complete written estimates of every kind of per­manent work, so that they may possess always a knowledge of what amount of expense within a given time is required to carry on the operations necessary, whereby a continuous opening of the ground is effected. In this connection it should also be stated that in place of written reports of what has been done during the past month—all retorting and payments are made monthly to save time—a comprehensive set of tables are printed, which are filled up under various heads by the superintendent, chief engineer, amalga­mator, assayer, surface manager, and foreman of shifts, as the case might be, filed for reference and comparison, and are always ready for use in future.
Returning to the shaft named: the squared frames of spruce pine, 15 inches thick and joggled, are placed every 4 feet, thus making the " studdles " 2 feet 9 inches in length each; and in this case, owing to the angle of underlay it has been found requisite to stay diagonally their shaft timber both above and below the various " stations " or plats. Iron rails, from 30 lbs. to 40 lbs. per yard, are laid on and secured to the foot-wall frames, and they form two or three lines of tramway to the bottom, the cages with trucks travelling upon same by means of flange wheels provided for each cage. In this case the cages have been furnished with a movable bottom working on a strong hinge, which adjusts itself to any angle of underlay or to the level bottom of each plat. Cast-iron rollers are fixed between the rails in order to save the trailing rope from chafing, and the working of underlay shafts appears in some cases to be advantageous, because they avoid expen­sive crosscuts for the lode, as with vertical shafts; but for other reasons the latter are preferred, inasmuch of the danger in the angles of underlay, which cause the cages to jump the rails and cause accidents and delay.