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2019-11-14_PERMIT FILE - M2019025 (20)
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2019-11-14_PERMIT FILE - M2019025 (20)
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Last modified
1/6/2025 6:29:41 AM
Creation date
11/14/2019 1:14:13 PM
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Template:
DRMS Permit Index
Permit No
M2019025
IBM Index Class Name
Permit File
Doc Date
11/14/2019
Doc Name
Adequacy Review Response
From
Weiland, Inc.
To
DRMS
Email Name
ECS
Media Type
D
Archive
No
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(this is usually satisfied with certified mail receipts/proof of delivery to structure <br /> owners). Where such structure is a utility, the Applicant may supply a notarized <br /> letter, on utility letterhead, from the owner(s) of the utility that the mining and <br /> reclamation activities, as proposed, will have "no negative effect" on their utility. <br /> If executed agreements cannot be obtained from all structure owners, a geotechnical <br /> stability analysis will need to be conducted to determine the required minimum <br /> setback distance to achieve the appropriate factor of safety (see item 30.0-Factors <br /> of Safety for Slope Stability/Geotechnical Analyses listed under the Policies of the <br /> Mined Land Reclamation Board on the DRMS website for discussion on the <br /> appropriate factor of safety). The geotechnical analysis and all supporting data and <br /> assumptions will need to be provided to DRMS for review and approval. <br /> Requests to execute notarized agreements between the permittee and all <br /> owners of Permanent Man-Made structures were made by certified mail(see <br /> Attachment E). Responses were received from Little Thompson Water District <br /> (LTWD) and Poudre Valley REA. The LTWD provided a notarized letter <br /> (enclosed) stating the proposed Mining and Reclamation will have no negative <br /> impacts on LTWD facilities. Poudre Valley REA (PVREA) indicated they will be <br /> willing to execute an agreement, which is currently in process. The permittee <br /> will not mine within 200ft of any PVREA structures until this agreement is <br /> executed. <br /> Since there was no response from any of the other owner's a Geotechnical <br /> Slope Stability Analysis has been included as ATTACHMENT F. <br /> W <br /> Peter Wayland <br /> President <br /> Encl. Revised Exhibits, Attachment E, Attachment F <br /> w Weiland. Inc _— <br /> Envirvnmanta/ Fr Engineering <br />
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