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PERMFILE123602
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PERMFILE123602
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Last modified
8/24/2016 10:21:20 PM
Creation date
11/25/2007 11:43:14 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977208
IBM Index Class Name
Permit File
Doc Date
9/14/1977
Doc Name
REGULAR 112 PERMIT APPLICATION FORM
Media Type
D
Archive
No
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<br />Mining Plan <br />The Martin Marietta property was zoned GI, General Industrial, on <br />July 24, 1967 by tfie Coard of Cow~ty Cononissioners, Coulder County, <br />Resolution #59. Quarries, mining, and sand and gravel operations, are <br />permitted by the Boulder County Zoning Resolution Section XIV and Section <br />XV as ammended on October 4, 1971. All surrounding property is zoned <br />agricultural. Quarries, mining, and sand and gravel operations are per- <br />mitted as outlined i.n Section VII of the Boulder County Zoning Resolution. <br />Refer to the end of this exhibit for a copy of the zoning resolutions and <br />pertinent information concerning zoning. Some outlying properties have <br />been purchased by Martin Marietta in recent years which are zoned agri- <br />cultural. <br />The mining plan for Martin Marietta Cement, located southeast of <br />Lyons, Colorado, is very straight forward. The quarry is divided into <br />six segments which are designated Pit A through F. Pits A and Fare low <br />grade limestone. Pits B, C, D, and E are high grade limestone. Because <br />of the blending of the different grade ore to make the finished product, <br />two to four pits must be operated simultaneously. <br />Pits B, D, and E are located on an outcrop with the ore body dipping <br />to the east 6 degrees to 16 degrees. The overburden or waste material <br />overlying the ore body in these pits consist of: (a) 0" to 8" topsoil <br />capable of supporting grasses and certain crops; (b) 0' to 10' of clay <br />inundated with some weathered shale; (c) 0' to 75' of shaley rock. The <br />ore body is 14' to 16' in thickness. Pit C is located to the east of <br />Pit B. This pit is a continuation of Pit B with the Boulder Feeder Canal <br />and the Swede Ditch acting as a divider. C pit is relatively flat with <br />4" to 8" of topsoil capable of supporting grasses and some crops. Below <br />the topsoil is 10' to 15' of clay with some shale particles. Below the <br />clay is 0' to 75' of shaley waste rock. Below the ore body in Pits B, C, <br />D and E lies the codell sandstone formation. <br />Pits A and F lie to the east of the high grade limestone beds with <br />the ore bodies dipping to the east and southeast at approximately 10 <br />degrees. Overlying the ore body is 0" to 8" of topsoil capable of <br />supporting grasses and some crops. However, approximately 30 percent of <br />the area is a weathered shale capable of supporting only cactus and the <br />tougher dryland grasses. In some of the area there are 0' to 20' of clay <br />inundated with shaley rock. In the remaining area, the shale is almost at <br />the surface. In these two pits, the low grade limestone ore body is from <br />0' to 82' thick. Directly below this ore body is lower grade limestone <br />not useable for the manufacture of cement. <br />Overburden is removed with a self-loading elevator scraper. Topsoil <br />is stockpiled for later reclamation use. Waste rock is drilled, blasted <br />and hauled to waste areas. The cre is drilled and blasted and hauled to <br />the plant site. Drill holes 4" in diameter are drilled with a rotary <br />percussion air track drill. Loading and hauling are accomplished by 10 cy. <br />loaders and 50-ton trucks. <br />
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