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REV96232
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REV96232
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Entry Properties
Last modified
8/25/2016 3:20:59 AM
Creation date
11/21/2007 11:57:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Revision
Doc Date
9/8/1993
Doc Name
SOMERSET MINING CO TR-014 SMALL AREA EXEMPTIONS PN C-81-022
From
J & E STOVER & ASSOCIATES
To
DMG
Type & Sequence
TR14
Media Type
D
Archive
No
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J. ~ STOVER & ASSOCI*ES III IIIIII'II"II'II <br />2768 COMPASS DRIVE, SUITE 101 sss <br />GRAND JUNCTION, COLORADO 81506 <br />PHONE: (303) 245-4101, FAR 242-7908 <br />MINE ENGINEERING CIVIL ENGINEERING <br />MINE RECLAMATION CONSTRUCTION MANAGEMENT <br />September 6, 1993 <br />Rr-r,~i~~r~D <br />SEP 8 1993 <br />S. S. Shuey <br />Division of Minerals and Geology <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />U~V~.'.~vli ~I plq'GIL~p y UGC~JIIy <br />Re: Somerset Mining Company <br />TR-014 - Small Area Exemptions <br />Permit C-81-022 <br />Dear Mr. Shuey: <br />The Division's letter dated August 3, 1993, transmitted its <br />adequacy comments for the subject technical revision. Following <br />are Somerset's responses to those comments: <br />la. Drawing E8-3253 was revised to show the hoist building at the <br />lower Hubbard Creek facilities as a small area exemption. <br />This area was given the designation of SAE-11. <br />lb. The Upper Hubbard Creek topsoil stockpile was modeled using <br />the computer program Sedcad+ Version 3. The model used a <br />grass filter to slow the velocity of the water to allow <br />sediment deposition. The results of the modeling are <br />presented on page B-142 and 8-149 through B-153. <br />lc. The Bear Creek facilities lower portal area was modeled using <br />the computer program Sedcad+ Version 3. The model used a <br />grass filter to slow the velocity of the water to allow <br />sediment deposition. The results of the modeling are <br />presented on page B-143 and B-154 through B-158. <br />ld. The old track scales area (more recently a parking area) <br />directly north an northeast of Pond B will be graded to drain <br />into Pond B. Drawings 5-034 and 5-035 were revised to show <br />the inclusion of this additional area into Drainage Area B-6. <br />This included area is small enough so that the calculated area <br />for Drainage Area B-6 remains the same (1.4 acres). <br />The area to the east of this regraded area is considered to be <br />pre-law. This area was a rail grade which provided rail <br />access to the tipple prior to the construction of the silo. <br />
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