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REV105347
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REV105347
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Entry Properties
Last modified
8/25/2016 1:17:00 AM
Creation date
11/22/2007 1:25:41 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981022
IBM Index Class Name
Revision
Doc Date
6/20/1997
Doc Name
OXBOW CARBON & MINERALS INC SOMERSET & SANBORN CREEK MINES PN C-81-002 FOR TR-29 PHASED MINE EXPANSI
From
TERRAMATRIX MONTGOMERY WATSON MINING GRP
To
DMG
Type & Sequence
TR29
Media Type
D
Archive
No
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<br />• existing rail grade construction would provide some measure of protection against elevated <br />flows, with the coazse ballast material acting as a french drain to rapidly drain off excess <br />flows or surface water accumulations. <br />38. Please provide a detailed plan view and noss section ojPond C so that the Division can verify its <br />capacity. <br />Response: Given the limited information provided by the Pond C design drawings as <br />included in the WESTEC Report, a new Pond C design figure has been developed and is <br />included with the revised drainage design calculations for insertion in Appendix B. This <br />figure includes a pond plan view and cross-sections as noted. Please see accompanying <br />revisions. <br />39. What is the spatial relationship between Ditch D10 and the Pond C embankment wall? /s there <br />potential for the ditch to cut around any portion of the wall? <br />Response: As a result of further review of the drainage control designs for the West Valley <br />Fill and Pond C it has been determined that Ditch D-10 is unnecessary and the ditch has <br />been eliminated. Ditches D-6 and D-7 will enter the remaining segment of the original <br />ephemeral stream channel at the northern limit of Pond C. Although limited space <br />imposes certain design constraints, discharge to Pond C at this point will minimize the <br />potential for short-circuiting and erosion of the Pond C embankment wall to the extent <br />reasonably feasible. <br />• 40. Map E-3214, the Postmining Drainage Plan, does not include a permanent upland diversion for <br />the existing refuse pile. Please revise the map to include the diversion. <br />Response: Map 3214 has been revised to show the existing upland diversion as a permanent <br />postmining drainage structure. Please see accompanying revisions. <br />41. Map E-3214 appears to have two culverts at the end of Elk Creek, yet on Map 5-100 the cross- <br />section l-I' does not show any indication of the culverts or even the creek. Also, on Map 5-100 J- <br />J; it does not indicate the creek location for the postmining cross-section, whereas K-K' and -/L' <br />do show the location. Please explain or correct as required. <br />Response: The noted maps have been reviewed and revised as appropriate for consistency. <br />Please see accompanying revisions. <br />42. Map E-3111 does not include al! ditches, berms, and culverts on site. If this map is meant only to <br />illustrate drainage features associated with 7R-29, this should be noted and a reference to <br />additional maps made. !f not, the map needs to be revised to include all drainage structures. <br />Also, the rymbols shown on the legend are not applied consistently on the map (ditches are shown <br />as blue dots as well as the conventional stream rymbolJ. Please. revise the map to define al[ <br />symbols used, and to be consistent in their application. <br />Response: Map 3211 shows those drainage features within the Sanborn Creek, Elk Creek, <br />and West Valley Fill areas. This map has been reviewed and revised as appropriate to <br />• include all drainage fearures in these areas, correct any inconsistencies, and define all <br />symbols as noted. Drainage features for other azeas including Hubbard and Bear Creeks are <br />shown on other existing permit maps. Map 3211 has also been revised to include references <br />to ocher maps which show mine drainage features. Please see accompanying revisions. <br />
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