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PERMFILE57994
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PERMFILE57994
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Entry Properties
Last modified
8/24/2016 11:00:19 PM
Creation date
11/20/2007 5:39:39 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
Exhibit 16 Assessment of Roof Conditions & Cracks
Media Type
D
Archive
No
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Mr. James Pendleton <br />May 5, 1983 <br />Page 3 <br />• 3. The results of a thorough geological reconnais- <br />sance of the surface overlying the affected <br />underground workings, designed to determine any <br />possibly associated surface geological phenomena <br />and to relate subsurface features to surface <br />topography; <br />The surface overlying the affected underground <br />workings was found to be either disturbed by <br />construction, or densely vegetated with no out- <br />croppings. As a result, the geological recon- <br />naissance was extended to the full five year <br />permit area. A photogrammetric study was carried <br />out on the five year permit area. The results <br />of this study are shown on Enclosure No. 4. The <br />linear fracture analysis was supplemented by <br />determining the orientations of joints in a <br />number of locations (See Enclosure No. Sy. <br />Rose diagrams were constructed showing linear <br />frequency and jointing distribution within the <br />five year permit area. Corresponding rose <br />diagrams were also developed for the affected <br />underground workings; these diagrams have also <br />been broken down by immediate roof lithology. <br />• It should be noted that there appears to be an <br />unusual negative correlation. That is, the <br />diagram of the fractures in sandstone roof fits <br />a void in the diagram which shows joints in the <br />five year permit area. The combined fractures <br />and joints seen in the affected workings appear <br />to correlate with one of the five sets of linears <br />which were located by aerial photogrammetric <br />methods; however, this may be merely a coinci- <br />dence. <br />4. The results of monitoring conducted to detect <br />any potential movement or re-orientation of the <br />fracturing encountered; <br />Our current monitoring program consists of two <br />types of measurements. The first is survey in <br />which several points designated by the letter <br />"M" on Enclosure No. 1 are monitored by measuring <br />the distance separating two survey spads in the <br />roof. There has been no detectable movement to <br />date. <br />The second method of monitoring is a routine <br />visual inspection to be certain that no timbers <br />or beams are showing signs of weight which may <br />• be attributed to movement. Several areas are <br />examined each week, and no unusual movement has <br />been noted. <br />
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