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2021-12-29_PERMIT FILE - M2021009 (9)
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2021-12-29_PERMIT FILE - M2021009 (9)
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Last modified
12/28/2024 5:55:41 PM
Creation date
12/29/2021 10:45:32 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2021009
IBM Index Class Name
Permit File
Doc Date
12/29/2021
Doc Name Note
Cover Letter
Doc Name
Adequacy Review Response
From
Lewicki & Associates/Young Ranch Resource, LLC
To
DRMS
Email Name
AME
MAC
Media Type
D
Archive
No
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on site, and how and where it will be temporarily stored on site. Will any chemicals be <br /> used to extract the gold? <br /> Potentially gold bearing gravel will be processed via traditional placer gold mining equipment <br /> (e.g. trommel, sluice, and horizontal deck wash plant) prior to entering the bulk crushing <br /> equipment located in the Processing Area. Exact locations of gold storage will not be disclosed <br /> as gold is a sensitive and valuable commodity; however, any recovered gold will be handled <br /> exclusively by a competent party. No chemical processing treatments will be used on site; only <br /> water is used in processing gold and gravel. <br /> 10. Please provide demonstration that no toxic or acid-forming materials will be exposed or <br /> disturbed as a result of the proposed mining operation. <br /> The site is outside and east of the Colorado mineral belt; therefore, toxic or acid-forming <br /> minerals are not present in the rocks to be mined and will thus not be exposed or disturbed <br /> resulting from mining. In the mineral belt west of the Young Ranch Resource, acid-forming <br /> minerals include pyrite and pyrrhotite, neither mineral is present in the rocks at the Young <br /> Ranch Resource Quarry. Additionally, and as a simplified explanation, acid neutralizing <br /> compounds or minerals, such as calc-silicates and tectosilicates (e.g. plagioclase) are found in <br /> abundance within the bedrock to be mined. These later minerals over long time periods serve to <br /> regulate free sulfur and thus minimize the potential for acid rock drainage. Therefore, not only <br /> are acid-forming minerals not present at the Young Ranch Resource, other minerals that <br /> effectively preclude the formation of acid via sulfur interaction are found in abundance. In sum, <br /> there is no potential for acid rock drainage to occur on site as a product of mining nor by <br /> creating the WRL. <br /> 11. The application proposes realigning Central City Parkway during mine phase 2 (if the <br /> necessary county and city approvals are obtained). Please provide the design <br /> specifications and drawings for the proposed road realignment project. <br /> Realignment of the Central City Parkway is an option that will be analyzed and approved at the <br /> discretion of Central City. Designs shown on Maps C-6 and C-7 include grading designs only <br /> and will be constructed as gravel road that does not impede wildlife access. Final road designs <br /> and drawings will be submitted to the Division as a Technical Revision prior to construction of <br /> any changes to the currently included designs. <br /> 12. Please provide more details on the existing culvert that runs under Central City Parkway <br /> and describe how it will be modified to accommodate drainage from the phase 1 <br /> processing area. Will this culvert location coincide with the proposed waste rock <br /> conveyor underpass? <br /> During phase 1 mining, only one culvert will be impacted as shown on Map C-3 located in the <br /> eastern extent of the phase 1 processing area. The first steps of opening the Young Ranch <br /> Resource quarry will be closure of the inlet of this culvert and filling the drainage to create a <br /> phase 1 processing area. Once a flat pad is completed, a sump will be created and maintained <br /> on each side of the mine entrance that allows for stormwater to infiltrate within 24 hours. If a <br /> large storm event requires that either or both sumps be pumped and once the CCP access <br /> underpass and access to the WRL is complete, the pad will be graded such that stormwater can <br /> flow through the underpass, travel through a pipe down the slope, and enter the drainage via <br /> infiltration within the active lift of the WRL where WRL stormwater controls will suffice. <br /> December 2021 4 E Lcwicki 81 Associates <br />
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