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2019-07-11_REVISION - M1985129
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2019-07-11_REVISION - M1985129
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Last modified
12/27/2024 12:37:29 PM
Creation date
7/12/2019 7:45:37 AM
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Template:
DRMS Permit Index
Permit No
M1985129
IBM Index Class Name
REVISION
Doc Date
7/11/2019
Doc Name
Adequacy Review - Preliminary
From
Christian Construction
To
DRMS
Email Name
JPL
Media Type
D
Archive
No
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(c) A description of how the Reclamation Plan will be implemented to meet each <br /> applicable requirement of Section3.1: <br /> This Section is addressed in the following sections and narrative. <br /> 3.1.2 Reclaiming Substituted Land: <br /> The Applicant/Operator does not intend to substitute other land for reclamation. <br /> 3.1.3 Time Limit and Phased Reclamation: <br /> Reclamation will be done in phases as discussed in section 6.4.5(2)(a)above and Table 1. <br /> 3.1.4 Public use: <br /> The mine site is private land owned by Danny Paul Ardery Estate Trust. The <br /> Applicant/Operatorhas no intent to allow public use of the land during mining and site <br /> reclamation. <br /> 3.1.5 Reclamation Measures- Materials Handling: <br /> (1) Grading: <br /> Little site grading will be needed since the intent is to final mine the pits slopes at a 31-1:1 V <br /> slope. Also, please see 3.1.5(3)below. <br /> (2) Backfilling: <br /> We do not expect there will be slopes needingbackfill. The intent is to final mine all <br /> slopes at 3H:IV. <br /> (3) All grading shall be done in a manner to control erosion and siltation of the <br /> affected lands, to protect areas outside the affected land from slides and other <br /> damage: <br /> The practice of mining the final mined slopes at a 3H:1 V, into undisturbed ground,tends to <br /> minimizeslope erosion and failure. The final slopes will be mined at a 3H:1V. <br /> Therefore, the potential for off-site slope failure or erosion should be minimal. <br /> The pit floor will be final graded at 1%or less away from the toe of the 3H:1 V slopes, <br /> toward the intersected drainage. This will ensure no ponding of rain or snow runoff,yet <br /> prevent excessive site erosion. <br /> 28 <br /> 12 <br />
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