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REP02944
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REP02944
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Entry Properties
Last modified
8/24/2016 11:33:50 PM
Creation date
11/26/2007 10:23:14 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981044
IBM Index Class Name
Report
Doc Date
2/3/1986
Doc Name
EMPIRE ENERGY CORP PN C-81-044 SEMI-ANNUAL SUBSIDENCE MONITORING REPORT LONGWALL AREA
From
EMPIRE ENERGY CORP
To
MLRD
Permit Index Doc Type
SUBSIDENCE REPORT
Media Type
D
Archive
No
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Subsidence_Report___Longwall_Area <br />Longwell subsidence and slope monitoring points were <br />installed and surveyed in the fourth quarter of 1984. The <br />location of these points and the advancement of the first <br />longwall panel ere shown on the enclosed map titled "Longwell <br />Subsidence Topo Map", drawing number 8519-LS. The monuments <br />have been surveyed on a quarterly basis since the longwall <br />began production in May, 1985. The results of the data <br />obtained from these three surveys is included in this report. <br />I Results of the June survey indicate that no detectable <br />subsidence took place during the second quarter of 1985. <br />This is attributable to the fact that the longwall had only <br />advanced 580 feet by the end of June. <br />By the end of September, the longwall had advanced a total of <br />1,530 feet since production began. The September survey <br />results clearly show that subsidence had occurred as <br />evidenced by the change in elevations of monuments R-2 <br />through R-14. The maximum subsidence detected was 4.4 feet. <br />Visual observations during the September survey revealed that <br />I subsidence cracks had developed on the surface above the <br />longwall area. These cracks have been surveyed and their <br />locations are shown on the Longwell Subsidence Topo Map. <br />By the end of 1985, the longwall had advanced a total of <br />2,750 feet. The December results show that subsidence <br />continued as the longwall advanced. The enclosed drawing, <br />"Subsidence Monitoring Profiles", number 8518-5MP, depict the <br />measured vertical changes of each of the monitoring rows. <br />The cross-sections are based on the December, 1985, survey <br />results. The maximum subsidence for the affected rows are as <br />follows: <br />' Maximum <br />Row Subsidence Comment <br />--- ---------- ------- <br />R 6.08 ft. Pt. located downdip of panel <br />centerline <br />NPR 5.13 ft. Centerline of panel <br />R 6.11 Pt. located downdip of panel <br />centerline <br />The cross-sections show that the original ground. has dropped <br />' as much as one foot in elevation in areas that should show no <br />subsidence. It is apparent that these changes in elevation <br />are due mainly to suface settlement. This is to be expected <br />since many of the monuments are located on reclaimed spoil <br />from strip mining. <br />
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