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2016-08-10_GENERAL DOCUMENTS - M1981185 (2)
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2016-08-10_GENERAL DOCUMENTS - M1981185 (2)
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Last modified
8/24/2016 6:25:42 PM
Creation date
8/15/2016 8:36:00 AM
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Template:
DRMS Permit Index
Permit No
M1981185
IBM Index Class Name
General Documents
Doc Date
8/10/2016
Doc Name
EPA Enforcement
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DRMS
Email Name
DMC
Media Type
D
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Final -Restoration and Compliance Pian for May Day Idaho Mine Complex <br />Administrative Order for Compliance, Docket No. CWA-08-2012-0011 <br />• Erosion controls were installed (see Figures 9a and 9b), along with any safety features <br />or controls required by DRMS or MSHA. <br />• The road was re-graded to meet the requirements of the geotechnical study. <br />• The new road has a typical section with a 12-foot wide drivable surface with a 1 -foot <br />deep swale for runoff and a 1 -foot bench along the edge of the road opposite the swale. <br />• Six inches of gravel was placed on the drivable portion of the road. <br />• Runoff from the road was detained in a detention pond with athree-stage outlet structure <br />prior to release to wetlands or the La Plata River (see Figure 7), as required by La Plata <br />County. <br />• The existing timber retaining wall was removed and hauled off-site for disposal. <br />• Anew mechanically stabilized earth (MSE) retaining wall was constructed with a <br />maximum height of 10 feet (see Figure 8). <br />• Disturbed areas were graded and seeded with the approved seed mix in Table 2. <br />Any excess soil, subsoil, or rock was removed from the work area and disposed of in upland <br />away from wetlands and any streams. <br />Required stormwater management pond. La Plata County requires that all new development <br />associated vuith the New Access Road capture and detain storrnwater in excess of the existing <br />drainage for the area that is improved. The construction of the new Mine Access Road will <br />increase run-off through the construction of a gravel surface. An engineering evaluation of <br />alternatives to meet this requirement was completed (Appendix G) which determined that the <br />only practicable alternative is the construction of a stormwater detention pond upgradient of the <br />culvert under the road. Construction of the stormwater management pond, while providing <br />water quality treatment which will benefit the adjacent wetlands and aquatic resources of La <br />Plata River, will impact 0.028 acre of wetland. The location of the stormwater management <br />pond is shown on Figures 2 and 3a. Figure 10a is a plan for the pond, and Figure 10b includes <br />details of the pond. The pond was constructed in May-June of 2014 and an as-built of the pond <br />is included in Appendix F <br />June 2016 Bikis Water Consultants, a division of SGM Page 12 <br />Case 1:16-cv-02008-WYD Document 2 Filed 08/08/16 USDC Colorado Page 42 of 82
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