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1997-09-10_REVISION - M1977247 (6)
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1997-09-10_REVISION - M1977247 (6)
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Last modified
6/21/2021 8:14:16 AM
Creation date
11/22/2007 12:30:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977247
IBM Index Class Name
REVISION
Doc Date
9/10/1997
Doc Name
AMENDMENT APPLICATION AND EXHIBITS
From
GP-Gypsum
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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<br />Following the same strike and direction, the next highwall contact: <br />SENATORE HILL/HANGINGWALL CONTACT HIGHWALL <br />This is the exposed gypsum rock bedding at a nearly vertical attitude which has had the <br />hangingwall limestone removed to app. 30 feet below the actual hangingwall contact. This <br />mining development work had prepared the entire Senatore Hill mining level for gypsum <br />extraction. Under closure criteria, the vertical face must be reduced to a minimum 1:1 rock talus <br />slope via drilling and blasting. The following tonnages are those rock volumes that would be <br />drilled and shot to attain this end result. <br />Section 1300 4000 tons <br />Section 1400 4000 tons <br />Section 1500 3800 tons <br />Section 1600 4000 tons <br />Section 1700 4200 tons <br />Section 1800 4000 tons <br />Section 1900 4500 tons <br />Section 2000 4000 tons <br />Section 2100 4000 tons <br />Total tonnage 36500 tons <br />COPPER HILL HIGHWALL CONTACT <br />Other than the Gold Hill highwall, this is the largest highwall contact in the mine site. This <br />highwall was constructed with the intent to allow for gypsum ore removal directly north of the <br />highwall followed by the drilling, blasting, and bulldozing the highwall directly into the pit left <br />from gypsum removal. At the cessation of mining operations in 1990, app. 500,000 tons of <br />gypsum reserve was still in place. Highwall removal operations would effectively cover the <br />gypsum reserve in this area and render this area unmineable for gypsum in the future without a <br />large waste removal effort. Due to the fact that a 200 foot highwall currently exists, large <br />volumes of sandstone and limestone must be drilled and blasted to reduce the current .3 : 1 slope <br />to an acceptable I:1 slope. <br />Section 2200 29000 tons <br />Section 2300 37000 tons <br />Section 2400 35000 tons <br />
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