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REV91151
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REV91151
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Entry Properties
Last modified
8/25/2016 3:12:44 AM
Creation date
11/21/2007 11:09:20 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980005
IBM Index Class Name
Revision
Doc Date
9/4/1998
Doc Name
SENECA II MINE PN C-80-005 TR 32 POSTMINE DRAINAGE & TOPOGRAPHY ADEQUACY REVIEW
From
DMG
To
SENECA COAL CO
Type & Sequence
TR32
Media Type
D
Archive
No
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iii iiiiuiiniu iii <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Dcpanmenl ni Natural Rcsowce5 <br />131 5 Sherman 51 . Ruom 215 <br />Dcnvor. Colorado 80203 <br />Phoni•' 1.10'1) 866-7567 <br />FAX' 1 SO SI 832-81 U6 <br />September 4, 1998 <br />Michael G. Altavilla <br />Seneca Coal Company <br />P.O. Drawer D <br />Hayden, CO 81639 <br />Re: Seneca II Mine (Permit No. C-80-005) <br />TR-32 - Postmine Drainage & Topography; Adequacy Review <br />Deaz Mr. Altavilla: <br />~~~ <br />DEPARTMENT OF <br />NATURAL <br />RESOURCES <br />Roy Romer <br />Governor <br />lames s in~nneah <br />Ereiueve Direoor <br />ntichael a Lang <br />Division Director <br />The Division has reviewed Seneca Coal Company's (BCC's) responses to our adequacy letter <br />dated June 5, 1998 regazding the above-referenced technical revision. The responses are <br />accepted as submitted and generally deemed adequate. However, the Division has the following <br />additional comments/concerns regazding specific SCC responses. <br />1.-5. Responses accepted. <br />6. Response accepted; however, use of a more conservative curve number may be <br />appropriate to reduce the likelihood of accelerated erosion in the reclaimed channels. <br />Erosional stability of the channels will continue to be monitored in the field. <br />7.-8. Responses accepted. <br />9. Response accepted. Refer to item #6 above for comment concerning use of a more <br />conservative curve number. <br />10.-16.Responses accepted. <br />l7. Response accepted; however, the Division cautions that proper filter layer installation is <br />important to riprap channel function. If used, fabrics must be properly keyed to avoid <br />undermining of the installation. Additionally, the fabric and entire channel cross section <br />must be covered with the appropriate rock thickness, with no gaps in the rock along the <br />channel. Use of a gravel filter layer may prove more effective than use of filter fabrics at <br />the channel reconstruction areas. <br />
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