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2022-02-09_PERMIT FILE - M2021046 (4)
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2022-02-09_PERMIT FILE - M2021046 (4)
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Last modified
2/9/2022 4:05:07 PM
Creation date
2/9/2022 2:57:49 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2021046
IBM Index Class Name
Permit File
Doc Date
2/9/2022
Doc Name Note
Appendix E AMEC 2016 Sub App F CQA
Doc Name
Adequacy Review Response
From
Zephyr Gold USA Ltd
To
DRMS
Email Name
TC1
MAC
Media Type
D
Archive
No
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aJ�* <br /> foster <br /> wheeler <br /> Zephyr Gold USA Ltd. PAGE 11 OF 15 <br /> Dawson Gold Project SEC. NO.: <br /> Dawson Filtered Tailings Storage Facility SPECIFICATION 02200.0 <br /> Pre-feasibility Study <br /> TECHNICAL SPECIFICATIONS FOR DATE: (ORIGINAL) <br /> Fremont County, Colorado EARTHWORKS 20-October-16 <br /> PROJECT NO.: 74201633 REVISION: A <br /> DATE: 20-Oct-16 <br /> of material differing substantially in texture or gradation from the surrounding material. The suitability of <br /> all materials intended for use in the fill shall be subject to approval by MANAGER and ENGINEER. Fill <br /> placement shall be temporarily stopped by CONTRACTOR due to weather conditions or if materials and <br /> installation do not meet the SPECIFICATIONS at no cost to OWNER. <br /> CONTRACTOR shall apply water required for moisture conditioning on the fill or in the borrow areas. <br /> CONTRACTOR shall maintain fill materials within the moisture content range required to permit proper <br /> compaction to the specified density with the equipment being used. The moisture content of the fill <br /> materials, prior to and during compaction, shall be uniform throughout each layer of the material. <br /> After each layer of fill has been placed, spread, and moisture-conditioned, the layer shall be compacted by <br /> passing compaction equipment over the entire surface of the layer a sufficient number of times to obtain <br /> the required density, as specified herein. <br /> Placement, spreading, and compaction for embankments shall be done parallel to the embankment axis in <br /> that part of the embankment, unless otherwise specified by the MANAGER or ENGINEER. Materials shall <br /> be placed and spread over the surface of the underlying compacted lift. Coverage of the compaction <br /> equipment shall be carried out so that the compactive effort is uniformly distributed in a systematic manner <br /> over the entire lift. Compaction of individual lanes of a lift shall be completed before beginning compaction <br /> of adjacent portions of the lift. Individual lanes shall be overlapped by at least 1 ft. <br /> 4.5.2 FILTERED TAILINGS <br /> Underdrain Tailings shall be placed according to a method specification based on a trial compaction <br /> program conducted at the start-up of operations. The compacted density of the tailings shall be verified <br /> periodically throughout operations. This specification shall be subject to the approval of ENGINEER and <br /> MANAGER. <br /> There will be two zones for tailings placement: (i) Shell Placement Area (Zone 1), and (ii) General <br /> Placement Area (Zone 2). The placement moisture content for Filtered Tailings material in the shell <br /> placement area (Zone 1) shall be plus or minus 2 percentage points from the optimum moisture content <br /> (ASTM D698) and distributed uniformly throughout each layer of material prior to and during compaction. <br /> The lift thickness and compaction requirements for the two zones are as follows: <br /> S:\ZEPHYR MINERALS\DRMS MINE APPLICATION\02200-EARTHWORKS.DOCX <br />
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