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REV91551
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REV91551
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Entry Properties
Last modified
8/25/2016 3:13:04 AM
Creation date
11/21/2007 11:12:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986010
IBM Index Class Name
Revision
Doc Date
12/14/2001
Doc Name
RESPONSE TO ADEQUACY ITEMS M-1986-010 COTTONWOOD PIT CONVERSION 110-112
From
AZURITE INC
To
DMG
Type & Sequence
CN1
Media Type
D
Archive
No
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III IIIIIIIIIIIII III <br />Azurite luc. <br />10001 County Road 12 <br />POBox 338 <br />Caropaxi, Co. 81223 <br />Ph: (719)942-4178 <br />Fax: (719)942-4178 <br />December 4, 2001 <br />Mr. Larry Oehler, Endvonmetttal Protection Specialist <br />Colorado Division of Minerals and Geology <br />1313 Sherman Street Room 215 <br />Denver, CO 80203 <br />RECEIVED <br />DEC 14 2001 <br />Division of Minerals and Geology <br />RE: RESPONSE TO ADEQUACY ITEMS M-1986-010 COTTONWOOD PTT <br />CONVERSION 110.112 <br />Dear Mr. Oehler, <br />Please find two copies of the Mine Plan Map and Reclamation Plan Map with changes <br />as requested, signed and dated. <br />Exhibit C- Preminng and Mining Plan Map of Affected Land <br />2. The name of the owner of the telephone line, Qwest Communications. <br />Exhibit D-Mining Plan <br />3. The sediment pond shown on the mining plan map will be approximately 50'wide and <br />100' long and no deeper than 5' from floor of the pond to spillway elevation. The <br />sediment pond will discharge to the southeast via grip-rapped lined spillway, no less than <br />6' across and 16' in length prior to flowing through a 36" culvert to the south side of <br />County 2. At that point natural drainage is in a northeastern du•ection The sediment <br />pond will be constructed with soils pushed up at that location. One foot of freeboard will <br />be allowed from crest of spillway to crest of berm. Since the sediment pond is being <br />located within a depression, the northeast and southwest sides of the sediment pond may <br />be graded to the existing slope rather than bermed. The spillway end of the <br />pond(southeastern end) will likely be bermed with no less than eight feet across the top of <br />the berm (and spillway) and a spillway and berm outslope of no more than 3:1. The rip- <br />rap used will be no less than 8" and no more than 24". The northwestern aspect ofthe <br />pond may be graded to the existing slope along the bottom of the existing drainage way. <br />
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