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2008-01-28_REVISION - M1997054 (27)
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2008-01-28_REVISION - M1997054 (27)
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Last modified
6/15/2021 2:17:08 PM
Creation date
3/10/2008 10:53:08 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1997054
IBM Index Class Name
REVISION
Doc Date
1/28/2008
Doc Name
Ex. VI- Bond Calculations
From
Applegate Group
To
DRMS
Type & Sequence
AM1
Media Type
d
Archive
No
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Aspect F assumes tFiat the access road around the perimeter of the Sand and Gravel mining limit will <br />remain. The remainder of the costs for this aspect is assumed to be scarifying the compacted ground on <br />the remaining access roads, replacing topsoil to 6-inches, seeding and mulching, and reseeding. The <br />office and entrance road will remain on site after reclamation. <br />Aspect G assumes tl~e conveyer belt, processing plant, and ancillary equipment will be removed by the <br />operator. In the unlikely event that the operator abandons this equipment, it is assumed that the cost <br />of removal will be offset by the sale of the conveyer belt, processing plant, and ancillary equipment. The <br />only cost calculated for this aspect is for the removal of the two concrete support structures elevating <br />the conveyor belt over an interior haul road, scarifying compacted ground in the vicinity of the <br />processing plant, seeding and mulching, and reseeding. <br />Aspect H includes the cost of backfilling the trench with clay. It is assumed that the dewatering trench <br />will be used to key 1the clay liner into competent bedrock for the reservoir. In the unlikely event that the <br />pump and ancillary equipment is not removed by the mine operator, it is assumed that the sale of this <br />equipment will offset the cost of removal. <br />Aspect I includes the cost of backfilling stormwater ponds, placing topsoil to 6-inches, seeding and <br />mulching, and reseeding the area. The area of the stormwater ponds was calculated using information <br />provided in the drainage report. <br />Since an end user for the reservoir has not been determined, Aspect 1 assumes that a portable pump will <br />suffice as inlet and outlet works. Once an end user is identified and reservoir operations are defined, a <br />design for the inlet and outlet works is recommended. As a result, portable pumps and ancillary <br />equipment removal costs are assumed to be offset by the sale of this equipment. <br />Aspect K includes tlhe cost of reclamation of the approximately 1100-foot berm located southwest of the <br />Granite Quarry mining limit. This aspect also includes replacing topsoil to 6 inches, seeding and <br />mulching and reseeding the area disturbed by the berm. <br />Granite Quarrv Reclamation Phase 1 <br />This phase of the Granite Quarry operation is characterized by active mining in Area 2 and concurrent <br />reclamation in Area 1 as described in the mining plan. For the purpose of the bond calculation, it is <br />assumed that the kiackfill of the active reclamation area is 50% complete down to approximately 5800- <br />feet. <br />Aspect A includes the cost of backfilling 50% of approximately 2570 linear feet of the top 5 benches. <br />This aspect also includes replacing topsoil to 6-inches, seeding and mulching, and reseeding the <br />disturbed area. <br />
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