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Marble - Colorado Geological Survey

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at or near the upper existing quarry face which<br />

is close to the upper contact of the gray marble<br />

and at its northern most outcrop. The minable<br />

reserve here is limited by the steepness of the<br />

topography and the inclusion of chert layers in<br />

the lower portions of the unit. The volume of<br />

this Phase 1 surface minable prism is 3,260,000<br />

cubic feet. This is approximately 285,000 tons<br />

at the assumed 175 pounds per cubic foot. The<br />

Phase 2 operation here would be underground<br />

to access the remaining two million tons of gray<br />

marble. The southern area of the property is<br />

composed of white marble outcropping in rugged<br />

terrain. This area will require extensive<br />

development prior to mining and will require<br />

that all mining be underground. The development<br />

there would include site preparation of a<br />

service area, road building of 3,000 feet to the<br />

main haulage road, and stripping to an adequate<br />

area for an entry. In that area hornfels<br />

units which overlie the marble are extremely<br />

folded and would form an irregular back which<br />

would be difficult to maintain.<br />

The quarry operation must focus on the extraction<br />

of blocks which are approximately 5.5<br />

feet by 5.5 feet by seven to eight feet in length.<br />

These blocks are small enough to ship easily and<br />

will fit in all of the common saws used in fabrication.<br />

It is the production of these larger blocks<br />

that will represent the most economic product.<br />

Quarrying operations generate considerable<br />

quantities of waste material which either must<br />

be disposed of or must be turned into some type<br />

of by-product which could be sold at less than<br />

the disposal cost. Such a by-product for this<br />

marble quarry is crushed aggregate for use in<br />

buffering acid mine drainage, as well as other<br />

industrial applications. The operation will generate<br />

approximately three tons of waste for<br />

each ton of large quarry block material. Part of<br />

this waste will be in the form of broken 5.5 feet<br />

blocks especially those which fail because of<br />

unseen joints. These smaller blocks represent<br />

feed for the tile fabricating facilities.<br />

Reserves<br />

The minable reserves are usually far less than<br />

the volume of the resource. CGS calculated the<br />

36<br />

volumes based on surface mapping and on projection<br />

without drill information into the hillsides<br />

for 500 feet. The assumption is that both<br />

quality and thickness will remain constant for<br />

that distance. To support that assumption CGS<br />

mapped a marble unit at the eastern most extent<br />

of the subject property which closely resembles<br />

the gray marble of the upper falls<br />

bench. CGS believes that this marble is the exposed<br />

eastern limb of a north plunging syncline<br />

and projects some 2000 feet to the upper falls<br />

unit. The projection of the white marble is less<br />

due to the complexity of structures on the<br />

southern property boundary.<br />

The open quarry minable reserve was calculated<br />

to be 3,260,000 cubic feet or 285,250<br />

tons using SURFER Version 4, Golden Software.<br />

Recovery will be a function of the ratio of<br />

useable material to total material assuming a<br />

waste loss. The recovery will be 50 percent of<br />

the quarry material as follows:<br />

Recovery of 5.5 feet by seven to eight feet<br />

blocks will be 20 percent of reserves. Recovery<br />

of tile blocks will be 10 percent of reserves,<br />

Recovery of ashlar material will be 10 percent<br />

of reserves, Recovery of useable CaCOs will be<br />

10 percent of reserves. The remaining 50<br />

percent will be unuseable waste.<br />

The underground quarry will have a similar<br />

recovery ratio of waste to ore with respect to<br />

blocks but the resource will be further reduced<br />

by the placement of ground control pillars. It is<br />

assumed that pillars will have a height to<br />

width ratio of unity and that the overlying beds<br />

of white marble above the original quarry will<br />

have sufficient strength to obviate leaving a<br />

horizontal thickness of the mined gray marble.<br />

This will require 20 percent to be left for roof<br />

support allowing 80 percent of 1,421,875 tons<br />

or 1,137,500 tons to be mined.<br />

The white marble at the south property<br />

boundary will have a lower extraction ratio<br />

because the overlying hornfels is irregular,<br />

broken, and severely folded. This will necessitate<br />

leaving a substantial thickness of white<br />

marble in the back. This is further complicated<br />

by the existence of more non-vertical joints<br />

which invariably reduce extraction ratios and

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