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INSPEC08646
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INSPEC08646
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Entry Properties
Last modified
8/24/2016 9:09:28 PM
Creation date
11/18/2007 8:37:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980006
IBM Index Class Name
Inspection
Doc Date
12/14/1994
Doc Name
COAL INSPECTION REPORT
Inspection Date
11/30/1994
Media Type
D
Archive
No
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Division of Mines Permit to Use and Store <br />Explosives Next to entrance, 1994 permit <br />CERTIFICATIONS <br />Pond Certifications Ponds A,B,C,D,E 4/26/61, Pond F 12/10/81, Pond G 518/87, <br />Tipple pond 7/5/84 <br />Haul Road Certifications Road to loadout <br />ADDITIONAL RECORDS <br />Temporary Stabilization Plan <br />Grazing Plan, Grazing Records <br />NPDES Stormwater Request for Exemptions <br />During this inspection the following request for exemptions were noted in the files. <br />Date Pond Parameter Flow <br />4/6/94 A TSS 90 .005 CFS <br />" D TSS 268, Fe <br />13.3 .025 CFS <br />7/7/94 A TSS 242, Fe 8.5 <br />" D TSS 204 <br />" E TSS 136 <br />Signs <br />The entrance sign for the loadout has been repainted as requested but will require <br />posting. <br />Reclamation <br />The 720 pit had been scarified and drill seeded with the approved drill seed mix. <br />Some seed was noted on the surtace. <br />Contour furrows have been place on the reclamation of the 720 pit. The furrows were <br />surveyed stacked and placed. Either a grader or a dozer was used to place the <br />contour furrow. On steeper slopes a grader was unable to get the angle of cut to <br />make a furrow close to the design so a dozer was used. Contours were placed 85 <br />feet apart. Many of the furrows had already filled with snow. The permit requires a <br />3.5:1 slope but most of the western wall of the 720 is at 4:0. <br />Ditch A-2 was walked. This ditch is prepared for the placement of geotextile channel <br />lining. This ditch is about 12 foot wide. Ditch A-2 primarily handles water from the <br />undisturbed area and carries it across the disturbed area. Ditch A-1 looks as if no <br />longer serves to contain runoff from the topsoil and subsoil stockpiles. This ditch is <br />oversized for the small area of undisturbed area it seems to handle. This ditch should <br />be reclaimed if no longer needed. This ditch empties into a natural gully and is <br />Comments Page 2 <br />
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