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2016-08-31_REVISION - M1980244 (3)
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2016-08-31_REVISION - M1980244 (3)
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Last modified
10/25/2016 3:51:10 PM
Creation date
10/25/2016 1:35:15 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
8/31/2016
Doc Name
Specifications - Adequacy Review Response
From
CC&V
To
DRMS
Type & Sequence
TR78
Email Name
TC1
ERR
AME
WHE
Media Type
D
Archive
No
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Newmont‐Cripple Creek & Victor Gold Mine <br />Technical Specification No. 02200.DOCX <br />Squaw Gulch VLF <br />Project No.475.0106.006 <br />June 15, 2016 <br /> <br /> <br /> <br />Page 9 <br />shall then be scarified, as needed, to provide a good bond between the foundation and <br />fill materials. <br />3.6. Fill Placement <br />A. The following general guidelines shall be followed except as noted elsewhere in this <br />Section. <br />1. No fill materials shall be placed until the foundation and subgrade preparations <br />have been completed as specified herein, in Article 3.05 of this Section. The <br />procedures for fill placement shall be approved by MANAGER and CERTIFYING <br />ENGINEER prior to start of fill placement. <br />2. No brush, roots, sod, frozen material, or other deleterious or unsuitable materials <br />shall be incorporated in the fills. The suitability of all materials intended for use in <br />the fill shall be subject to approval by MANAGER and CERTIFYING ENGINEER. Fill <br />placement shall be temporarily stopped by CONTRACTOR due to weather <br />conditions, if materials and installation do not meet the SPECIFICATIONS, at no cost <br />to CC&V. Fill shall not be placed upon frozen material, such as snow or ice. <br />3. If the surface of the prepared foundation or the surface of any layer of the fill is too <br />dry or too smooth to bond properly with the layer of material to be placed thereon, <br />it shall be moisture‐conditioned and/or worked with harrow, scarifier teeth, disc, or <br />other suitable equipment to provide a satisfactory bonding surface before fill <br />material is placed thereon. If the surface of the prepared foundation or the rolled <br />surface of any layer is excessively wet for fill materials to be placed thereon, it shall <br />be removed and allowed to dry or worked with a harrow, scarifier teeth, disc, or <br />other suitable equipment to reduce the moisture content to an acceptable level or <br />meet project specifications as determined by MANAGER and CERTIFYING <br />ENGINEER. It shall then be compacted before the next layer of fill material is <br />placed. Determination of such dry or wet conditions shall be made by CERTIFYING <br />ENGINEER. <br />4. The distribution of materials shall be such that the fill is free from voids, lenses, <br />pockets, streaks, or layers of material differing substantially in texture or gradation <br />from the surrounding material. The material of a fill shall be as described in Article <br />2.01 of this Section. <br />5. Unless otherwise approved by MANAGER and CERTIFYING ENGINEER, the entire fill <br />surface shall be at or near the same elevation at all times during construction. At all <br />times during construction, the surface of the fill shall be graded and maintained by <br />the CONTRACTOR to prevent ponding of water and to allow for storm water <br />drainage. <br />6. Except as otherwise specified or approved by MANAGER and CERTIFYING <br />ENGINEER, the CONTRACTOR shall dump and spread fill in such a manner so that
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