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REV102115
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REV102115
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Entry Properties
Last modified
8/25/2016 1:12:42 AM
Creation date
11/22/2007 12:52:12 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Revision
Doc Date
12/6/1995
Doc Name
BOWIE RESOURCES LIMITED BOWIE NO 1 MINE SEDIMENT POND REPAIR TR-027 PERMIT C-81-038
From
J E STOVER & ASSOCIATES
To
DMG
Type & Sequence
TR27
Media Type
D
Archive
No
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J. ~68 SOMOPASE DR&EASSOE 11lo1li'ES IIIIIIIIIIIIIIIIIII <br />~ 999 <br />GRAND JUNCTION, COLORADO 81506 <br />PHONE: (970) 245-4101, FAX 242-7908 <br />MINE ENGINEERING <br />MINE RECLAMATION <br />e~Fr.FniED <br />December 9, 1995 nEC ~ 6 1995 <br />Division of wune~ais a ucoi.,gq <br />A. J. Waldron <br />Division of Minerals and Geology <br />1313 Sherman St., Room 215 <br />Denver, CO 80203 <br />Re: Bowie Resources Limited - Bowie No. 1 Mine <br />Sediment Pond Repair - TR-027 <br />Permit C-81-038 <br />Dear Mr. Waldron: <br />CIVIL ENGINEERING <br />CONSTRUCTION MANAGEMENT <br />On July 28, 1995 the Operator submitted an application for a technical <br />revision to incorporate a sediment pond repair plan into the permit. <br />The repair plan provided for the construction of an earthen embankment <br />at the downstream face on the binwall dams. The Division's letter <br />dated September 28, 1995 transmitted its adequacy review of the repair <br />plan. The Operator responded to the Division's adequacy review by its <br />letter dated October 5, 1995. <br />During October, the Operator received a proposal from a local company <br />to use polyurethane grout to repair the dams. The grout was to be <br />injected into the dams through holes drilled into the downstream face <br />of the dams. <br />The Operator decided, based on price and schedule, to use polyurethane <br />grout to repair the dams. The grouting work has been completed and it <br />is believed the dams will no longer leak excessively. The lower three <br />dams, numbers 2, 3 and 4 were repaired. <br />The Operator intends to revise the primary spillways on the dams. A <br />12-inch valve will be installed at the outlet end of each of the <br />-im~•-•• s ill~•ia s. mhe sire of ±},e ,-; ma r•, s ;ll~.a s is ,-esenred on <br />~- , F Y F- ~ P--- Y F- <br />Map No. 8A-9. All four of the primary spillways are 12-inches in <br />diameter, therefore the installation of the 12-inch valves will not <br />change the design discharge capacity of the primary spillways. <br />Please approve the polyurethane grout repair of the dams and the <br />installation of the 12-inch valves at the outlet end of each of the <br />primary spillways through approval of technical revision number 27. No <br />revised pages or maps will suit from this approval. Please call if <br />you have any questions. <br />Sin erely, /~ ~ 'y <br />/im Stover P.E. ~G spy ~ ,,,J ` <br />Consulting Engineer `V ~ n~ 1 ~, J~~~~~ 1 ~~. <br />~~ ~`~/~, ~ u ~~~~ ~ <br />cc: Basil Bear ~y/_ ~L ~( <br />~. ~ ~~~,~ ~ a4 <br />
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