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PERMFILE47089
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PERMFILE47089
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Entry Properties
Last modified
8/24/2016 10:49:09 PM
Creation date
11/20/2007 1:01:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981021
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
SECTION F RECLAMATION PLAN
Media Type
D
Archive
No
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' Revised 12/21/82 <br />An aerial survey of the Bourg mine was flown and current <br />Topographic configurations are being mapped in order to determine <br />a site specific swell factor. If it is found, as a result of <br />this survey, That changes must be made in the post-mine contours, <br />all modifications will be submitted To the Division, for . <br />approval, prior to implementation. All swe{I factor informoTion <br />will be forwarded to the Division as soon as it becomes <br />available. <br />A minor ephemeral drainage, measuring less than one square <br />mile, will be relocated by the change in topography. The <br />resulting drainage will also be less than one square mile and <br />will also drain into Mann Draw. A discussion of the expected <br />hydrologic impacts of the East Dump has been provided by the <br />consulting firm of Dames and Moore, in their report (Appendix J, <br />pages 2-6). <br />• Ground and surface water quality is not expected to <br />deteriorate significantly as a result of the proposed post-mine <br />contours. Construction of the East Dump began in February <br />1982. Results of water samples taken since that time indicate <br />that plocemenT of overburden material in the area of the dump has <br />not resulted in significant deterioration in the quality of the <br />water leaving the Bourg property. For a more complete discussion <br />of ground and surface water quality on the Bourg property, see <br />Section 1, pages 32-35c. <br />The final slopes on the Bourg property will be gentler in <br />grade than the pre-mined slopes. The engineering aspects and <br />possible geotechnical impacts of the post-mine configuration were <br />studied by Dames and Moore. The results of their study are <br />presented in Appendix J pages 6-11. <br /> <br />
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