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REP20479
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Entry Properties
Last modified
8/24/2016 11:49:02 PM
Creation date
11/27/2007 2:54:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Report
Doc Date
3/15/1989
Doc Name
1988 ANNUAL SUBSIDENCE REPORT
Permit Index Doc Type
SUBSIDENCE REPORT
Media Type
D
Archive
No
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SUBSIDENCE IMPACTS 1988 <br />Cyprus Orchard Valley completed mainly advance development of Sub-Mains and a <br />panel section in conjunction with some pillar extraction of Panel G. <br />The following are discussions of monitoring and impacts divided into survey and <br />visual observations respectively. Subsidence monitoring data is contained in <br />Appendix G. <br />Survey Monitoring <br />The COVCC Survey Monitoring Program within the present permit area consists of a <br />wide-spaced grid of survey monuments and three high-resolution grids. The main <br />emphasis has been placed on wide-spaced grid stations with the drainage buffer <br />zone areas of East Roatcap and Steven's Gulch and also the close-spaced grids <br />overlying 9th Fast, 5 North 1 West, and the 11-12 North area of undermining, <br />The monitoring stations were surveyed once during 1988 due to a request and ap- <br />proval by MLRD for reduction of subsidence monitoring frequency to once a year, <br />This request was a result of what COVCC felt as a reduction of subsidence-induc- <br />ed movement within pillar extraction areas of the Orchard Valley Mine. Field <br />surveying employed a double angle/double distance method to increase accuracy. <br />Data reduction was [hen completed by the surveyor and entered on cumulative data <br />sheets. Tabulated survey sheets were computed for the grid stations overlying <br />11 and 12 North. Using these results a graph was developed plotting time past <br />undermining versus percent of maximum subsidence to date. <br />• Survey data indicated that subsidence has virtually ceased within the close- <br />spaced grid points 28-69 except for a couple of stations. Calculations of the <br />maximum theoretical subsidence <using National Coal Board Methods) expected over <br />the 11 and 12 North panels were compared to the actual center or most close to <br />centerline grid point subsidence induced movement. No .38 grid station which <br />overlies the 11 North panel had an actual movement of 397, of the estimated val- <br />ue. This was compared to 1f60 close-spaced station which overlies 12 North panel <br />and had an actual 507, of the theoretical value. <br />High-resolution grid stations 201-224 showed upward movement of between ,30'- <br />1.0' indicating residual cantilevered subsidence is still occurring within this <br />area. <br />Observed movement is still occurring adjacent to the 9th East panel through what <br />appears to be possible instrument control station movement. The movement within <br />high-resolution grids 42-51 has been uniform for the past several surveys indi- <br />cating that the control station elevation could be changing, The control sta- <br />tion elevations will be checked during the 1489 survey to verify original on <br />differing elevations to allow evaluation of grid stations 42-51, <br />As expected, little if any subsidence occurred over the Orchard Valley West Mine <br />area during 1988. Survey results of stations 6, 14, 89, 90, 92 and 93 verified <br />this conclusion. <br />Visual Monitoring <br />. Visual subsidence monitoring is accomplished by periodic "walkovers" of mined <br />areas within the present permit area, Walkovers are generally done in conjunc- <br />tion with survey monitoring due to the seasonal accessibility of the area. <br />
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