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REP07130
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REP07130
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Entry Properties
Last modified
8/24/2016 11:37:25 PM
Creation date
11/26/2007 11:32:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984063
IBM Index Class Name
Report
Doc Date
2/10/1993
Doc Name
SUBSIDENCE REPORT REVIEW EASTSIDE COAL MINE C-84-063
From
DMG
To
EASTSIDE COAL MINE
Permit Index Doc Type
SUBSIDENCE REPORT
Media Type
D
Archive
No
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III IIIIIIIIIIIIIIII <br />999 <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 ;h.^man SL, Room 215 <br />Denver, CO A020J <br />Phone: 13071 Bbfi-}567 <br />FAX: UUJI tl32-8106 <br />February 30, 1993 <br />Attn: Steve Self <br />Eastside Coal Mine <br />P.O. Bos 161 <br />Silt, CO 80652 <br />Re: Subsidence Report Review <br />Eastside Coal Mine (C-84-063) <br />OF ~~f0 <br />~e <br />N~:.o~°b <br />o~ <br />.'~~L.h <br />. ,8"°'y <br />Roy Romer <br />Governor <br />Michael B. Long <br />Divisnn Direcmr <br />I have reviewed Eastside's Subsidence Report for the monitoring <br />period of 1992 and have the following comments. <br />The report seems accurate and sound, with no appreciable movement <br />due to no mining activity has taken place in the last year. The <br />minimum movement experienced in the alternate #1 and ~`2 Monuments <br />appears to be seasonal, that is, up in the winter and down in the <br />spring, indicating that perhaps the monuments are frost heaving <br />minimally. An increase or decrease of 0.02-0.035 feet however, is <br />not indicative of subsidence concerns and easily can be explained <br />by frost action. <br />Several site inspections together with this survey illustrate that <br />there has been no surficial damage to structures or renewable <br />resources on or near the mine site. <br />In light of these calculations and survey trends over the last two <br />years, I find no reason for subsidence issues to be a concern at <br />the Eastside Mine site. Upon resumption of mining, the monuments <br />should again show more acute elevation decreases within a plus or <br />minus of 0.02 to 0.35 foot accuracy. <br />Sincerely, ~ ~--- <br />Y <br />Shawn E. Smith <br />Reclamation Specialist <br />cc: Larry Routten <br />ses\eastfile <br />
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