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2006-05-23_REVISION - M1982015 (3)
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2006-05-23_REVISION - M1982015 (3)
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Last modified
6/15/2021 2:52:01 PM
Creation date
11/21/2007 5:47:51 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1982015
IBM Index Class Name
Revision
Doc Date
5/23/2006
Doc Name
Adequacy Review w/ Toms review - Additional Information Requested
From
DMG deg
To
Ms Jodi Villa PE
Type & Sequence
AM1
Media Type
D
Archive
No
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Rule 6.4.12 Exhibit L- Reclamation Costs <br />23. Since ground water is already exposed in these pits, the Operator will not be eligible <br />for the 20 percent slurry wall bonding option until after the slurry wall is installed. A <br />100 percent slurry wall bond will be required upon approval of the amendment. <br />Pursuit of the 20 percent option may not provide a significant financial advantage, <br />depending on the timing of the leakage rate test to be conducted following installation <br />of the slurry wall. If the Operator anticipates lag time between construction of the <br />slurry wall and conduct of the leak test (note that a minimum 90-day leak test term is <br />required by the State Engineer) it may be advisable to reduce the bond during the lag <br />period. Bear in mind that once the leak test is completed, and the State Engineer has <br />accepted the results, DMG will release the slurry wall bond in its entirety. Unless the <br />Operator chooses to pursue the 20 percent option, relatively minimal design <br />information, specifications, and quality assurance detail is required in this amendment <br />application. To be eligible for the 20 percent bonding option following slurry wall <br />installation, DMG must have a high degree of assurance that the slurry wall will meet <br />the State Engineer's performance standard. This assurance is provided through <br />inclusion of design documents, plans and specifications, and a quality assurance <br />program as enforceable components of the reclamation permit. The factors that must <br />be addressed in the reclamation plan include the design of the slurry wall (including <br />construction plans and appropriate drawings), technical specifications, construction <br />quality controUconstruction quality assurance (CQA) and a final construction report <br />including the CQA Engineer's certification. <br />Rule 6.4.13 Exhibit M- Other Pennits and Licenses <br />24. Please inform the Division if the following permits aze necessary: Air Pollutant <br />Emission Notice (APEN) and Storm Water Management Permit (SWMP) through <br />Colorado Department of Public Health and the Environment (CDPHE). If these permits <br />are necessary, please revise Exhibit M. <br />Rule 6.4.19 Exhibit S-Permanent Man-made Structures <br />25. It appears that the construction of a slurry wall azound the Siegrist Construction ponds <br />will cross a number of gas/oil lines on the property. The operator will need to <br />demonstrate that such gas/oil lines will be stable with the construction of the proposed <br />slurry walls in the form of an engineering evaluation, or provide a notarized agreement <br />-' - from the -owners of the- structures and Siegrist Construction-Company that meets the <br />requirements of Rule 6.4.19 and Section 34-32.5-115(4)(e), C.R.S. Please be aware <br />that if any of the gas/oil lines need to be relocated as a result of the mining and <br />reclamation operation, then a notarized agreement between the operator and the owner <br />of the structure must be obtained prior to approval of the application. <br />26. Where the slurry wall construction will adversely affect the stability of any significant, <br />valuable and permanent man-made structure located within two hundred (200) feet of <br />4 <br />
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