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ENFORCE26054
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Entry Properties
Last modified
8/24/2016 7:34:09 PM
Creation date
11/21/2007 11:12:02 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
Enforcement
Doc Date
11/3/1995
Doc Name
SENECA 2-W MINE NOV C-95-023
From
SENECA COAL CO
To
DMG
Violation No.
CV1995023
Media Type
D
Archive
No
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Ms. Susan Burgmaicr <br />November I, 1995 <br />2 <br />New drainage channel <br />The 006-NE-I drainage channel, as shown on Exhibit 20-2, Post Mining Topography, <br />will be extended in a northeasterly direction from point JJ approximately 2200 ft. The <br />006-NE-2 drainage channel will be moved to the southeast and the overall length <br />shortened by 100 ft. Both these drainages end in the exact junction where the post mine <br />plan states, at point BB or sedimentation pond 006. <br />Drainage channel statistics <br /> APDrovtd Ext_ sung <br />006-NE-I Posl mine length 3500 ft. 5700 fl. <br />Post mine upper elev. 7550 7685 <br />Post mine slope "/" I2.8 "/~ l0 2 % <br />006-NE-2 Post mine length 3350 ft. 3250 fi. <br />Post mine upper elev. 7700 7700 <br />Post mine slope ".b 14.3 "/~ 14.R °b <br />Notes: I. For approved statistics see Exhibit 20-2 and Table 20-2 in Volume 13, Tab 20. <br />2. For cxisong statistics see the enclosed contour map dated 10-24-94. <br />Division of Minerals and Geology Inspection comments <br />The following are comments about the B pit, i.c. northwest A pit, from the backfilling and <br />grading sections: <br />Inspection date Insncctor Comments <br />9-7-94 SLB no problems noted <br />9-14-94 ESC no problems noted <br />10-2R-94 SLB Reclamation opcrauons were nearly complctc on the nurthwestcm <br /> portion oC the A pit. The final highwall had been blasted, graded, and <br /> covered with topsoiL...Thc reclauned topography appeared to be in <br /> compliance with approved poll mint contours and blended well with <br /> existing slopes. <br />I I-R-94 ESC Northwest portion of the A pit appears to he complctc and blends in <br /> well wish the existing topography. <br />1-4-95 SLB Final grading was complctc on the upper U3 of the pn. <br />3-31-95 DTM measured final drainage--no specific enforcemem acuons <br />
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