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2002-03-11_REVISION - M1977344 (3)
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2002-03-11_REVISION - M1977344 (3)
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Last modified
6/15/2021 2:49:31 PM
Creation date
11/21/2007 3:22:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977344
IBM Index Class Name
Revision
Doc Date
3/11/2002
Doc Name
Permit Amendment Application
From
Holcim (US) Inc.
To
DMG
Type & Sequence
AM1
Media Type
D
Archive
No
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EXHIBIT D <br />MINING PLAN <br />A limestone quarry and cement manufacturing facilities have been operated at this location since the <br />late 1890's. Anew plant is under construction at this time. Plant Z and 3 have been shut down and are <br />currently being dismantled. Components of the new plant and the facilities being dismantled aze <br />indicated on Figure C-6, Exhibit C. Holcim (iJS) Inc. proposes, as part of this proposed permit <br />amendment, to add the plant area (approximately 69 acres) to the MLRB permitted area. <br />CONFIDENTIAL INFORMATION <br />Provided under separate cover <br />Within this existing permit area, 60 acres have been released from bond: one area in 1987 and the other <br />in 1990. These areas are indicated on the Reclamation Plan Map (Exhibit F). In the area released from <br />Bond in 1990, approximately 4-5 acres will need to be disturbed for the relocation of Bear Creek. The <br />quarry will advance approximately 32 acres per year. The cuts, indicated on the Mining Plan Map, <br />range in size from approximately 24 (Cut 1) to 40 acres (Cut 17). The amount of time to mine each of <br />these cuts is currently estimated to range from 1.3 years to 2.9 years. <br />Bear Creek drainage needs to be disturbed in 2002. Holcim (L1S) Inc. has already received a 404 <br />Permit from the U.S. Army Corps of Engineers to divert this creek. The diversion has been designed <br />to handle a 100-year storm event. The point of diversion will be just south of Interstate 50 as indicated <br />on the Mining Plan Map. The diversion will run generally to the southwest, across previously mined <br />areas of the quarry, for a distance of approximately 7155 feet. A portion of the diversion channel, <br />located approximately 500 feet west of an area where CKD was historically buried, will be lined with <br />bentonite to mitigate against seepage from the diversion channel into the subsurface and towards the <br />buried CKD. Design drawings, including typical cross-sections, aze included in Exhibit C, Figures <br />C-3 and C-4. <br />CONFIDENTIAL INFORMATION <br />Provided uuder separate cover <br />The mining technique used for extraction is strip mining by way of a truck/shovel or truck/loader <br />operation for the removal of overburden and truck/loader operation for the removal of limestone, <br />sandstone and topsoil. Topsoil is first removed and stored for future reclamation. The next step is to <br />remove any loose rocky material. The overburden is then drilled and blasted to reduce the size of the <br />rock mass to an economically desirable size. The shovel then removes this material and loads it into <br />5 of 34 <br />
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