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REP09774
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REP09774
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Entry Properties
Last modified
8/24/2016 11:39:19 PM
Creation date
11/27/2007 12:14:31 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984063
IBM Index Class Name
Report
Doc Date
2/28/1986
Doc Name
SUBSIDENCE MONITORING REPORT & SEDIMENT POND CERTIFICATION EASTSIDE MINE FN C-84063
From
MLRD
To
EASTSIDE COAL CO
Permit Index Doc Type
SUBSIDENCE REPORT
Media Type
D
Archive
No
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A <br />DEPARTMENT OF NATURAL RESOURCES <br />David H. Getches, Executive Director <br />MINED LAND RECLAMATION DIVISION <br />DAVID C. SHELTON, Director <br />Richard D. Lamm <br />Governor <br />MEMORANDUM <br />26 F,t?bruary 1986 <br />T0: Jeff Deckler / 1 <br />FROM: Jim Pendleton 1-"-`~~'1~ <br />RE: Eastside Mine mi- nnual Subsidence Monitoring Report (C-84-063) <br />Pursuant to your request, I have reviewed the December, 1985 semi-annual <br />subsidence monitoring report submitted by Abraxas, Inc. for the Eastside <br />Mine. I forward the following comment for your consideration. <br />I agree with the operator's statement that the limited mining activity to date <br />makes it unlikely that any monument other than No. 1 would be experiencing <br />subsidence. Monument No. 1 is exhibiting no significant movement. However, <br />the U. S. Department of Commerce specifies that surveys performed for the <br />purpose of subsidence monitoring should conform with the standards of accuracy <br />for Second Order, Class II surveys. These standards specify: Horizontal <br />control accuracy to 1 part in 20,000 and Vertical control of 1.3 millimeters <br />multiplied by the square root of K, Where K is the distance in kilometers <br />between surveyed points. <br />I recommend that you inform Steve Self that future subsidence surveys will be <br />expected to conform with this required survey accuracy standard. Without this <br />accuracy it is difficult to determine whether monuments are stable and whether <br />subsidence is actually occurring. You should also inform Mr. Self that the <br />operator is only required to monitor those monuments which may actually be <br />affected prior to the next monitoring survey. The operator may determine this <br />by projecting a conservative angle of draw to the surface and surveying only <br />those monuments which fall within the area of potential subsidence. <br />cc: Mike Long <br />423 Centennial Building, 1313 Sherman Street Denver, Colorado 80203 Tel. (303) 866-3567 <br />
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