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2010-10-04_PERMIT FILE - M2010049
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2010-10-04_PERMIT FILE - M2010049
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Last modified
8/24/2016 4:25:16 PM
Creation date
10/5/2010 10:46:32 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2010049
IBM Index Class Name
PERMIT FILE
Doc Date
10/4/2010
Doc Name
Preliminary Adequacy Review
From
DRMS
To
Varra Companies, Inc.
Email Name
MAC
AJW
Media Type
D
Archive
No
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6.4.13 Exhibit M - Other Permits and Licenses <br />No comment. <br />6.4.14 Exhibit N - Source of Legal Right to Enter <br />28. The Applicant's source of legal right to enter did not contain a notary seal. The <br />submitted document appears to be a photocopy. Please submit the original copy or <br />submit a revised statement from the landowner with the notary seal. <br />6.4.15 Exhibit O - Owner(s) of Record of Affected Land (Surface Area) and <br />Owners of Substance to be Mined <br />No comment. <br />6.4.16 Exhibit P - Municipalities Within Two Miles <br />No comment. <br />6.4.17 Exhibit Q - Proof of Mailing Notices to Board of County Commissioners and <br />Soil Conservation District <br />No comment. <br />6.4.18 Exhibit R - Proof of Filing with County Clerk and Recorder <br />No comment. <br />6.4.19 Exhibit S - Permanent Man-made Structures <br />29. Please see comments under Exhibit D, No. 11. <br />6.5 GEOTECHNICAL STABILITY EXHIBIT <br />30. The Applicant has submitted a Slope Stability Analysis, prepared by CGRS, Inc., <br />which was performed as part of the Flood Mitigation Plan for the Durham Pit (M- <br />1978-056). The material samples used in this analysis were collected at the Durham <br />Pit, which lies immediately east of the Western Sugar Pit. The Division cannot accept <br />a Slope Stability Analysis which was performed for a different mine operation. <br />Variations in subsoil conditions between the Durham Pit and Western Sugar Pit are <br />likely to be minimal. However, all laboratory tests and modeling analyses must be <br />performed on exploratory borings taken from the Western Sugar Pit. Please submit a <br />revised Slope Stability Analysis.
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