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2024-05-20_REVISION - M2004013
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2024-05-20_REVISION - M2004013
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Last modified
5/21/2024 8:13:25 AM
Creation date
5/21/2024 8:08:37 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2004013
IBM Index Class Name
Revision
Doc Date
5/20/2024
Doc Name
Request for Technical Revision
From
Pete Lien & Sons, Inc.
To
DRMS
Type & Sequence
TR3
Email Name
JLC
AME
EL1
Media Type
D
Archive
No
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Paul Banks and Associates, LLC <br /> Exhibit L-Reclamation Costs <br /> Reclamation costs for this mining permit were based on the maximum disturbed acreage <br /> (80 acres) at any given time; not including plant and stockpile areas, backfilled, <br /> graded or reseeded areas. The DRMS approved the current reclamation bond of <br /> $410,693 on June 4,2004. <br /> As discussed in Exhibit E - Reclamation Plan, a slurry wall of approximately 13,094 feet <br /> in length is requred for Mine Area 1. A planning number for the cost of slurry wall <br /> construction is $3.00 per square foot. Thus, 13,094 feet bng x 35 feet deep equals <br /> 458,290 square feet. Constructing this slurry wall would therefore cost approximately <br /> $1,375,000. Mine Area 2 rnpounds approximately 353 acre-feet of water. This requires a <br /> slurry wall approximately 6,565 feet long. Thus, 6,565 feet x 35 feet deep equals <br /> 229,775 square feet. Constructing the slurry wall would therefore cost approximately <br /> $689,000. <br /> The Pierre Shale directly underlies the sand and gravel deposit on the property. This <br /> geologic unit is well known for its relative impermeability and is a very suitable bedrock <br /> for impounding water. <br /> Itis recogneed that the DRMS has a policy whereby a financial warranty for a slurry wall <br /> can be submitted at 20% of the value of the slurry wall provided that detailed <br /> engineering design plans are submitted. The applicant currently does not have such <br /> plans and won't until an end-user of the reservoir is known.At that time,the plans will be <br /> developed. It is proposed that the financial warranty be increased by $412,800 (which is <br /> 20% of the cost of constructing the slurry wall) and that a Technical Revision be <br /> submitted when an end user is known and they have designed the slurry wall. The <br /> applicant commas to a slurry wall design that meets or exceeds the specifications of the <br /> DRMS and the State Engineer's Office. <br /> St.Barbara Sand and Gravel Mine 10031 <br /> Pete Lien&Sons.Inc. May 16,2024 <br />
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