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Page 9 <br />Carol Russell <br />April 8, 1981 <br />The applicant observes that because the structures of Emp_re Village are <br />owned by Empire Energy Corporation, damage which might re::ult from subsidence <br />is not considered a significant issue. However, damage which might possibly <br />affect critical items such as natural gas services, or electrical supplies <br />could involve significant hazards to the residents. The applicant is <br />required to develop a monitoring plan under Rule 2.05.6(6)(c) for the possibly <br />affected structures and to prepare a statement of "measure's to be taken on <br />the surface to prevent material damage" as a portion of t1~e subsidence <br />control plan, in accordance with Rule 2.05.6(6)(f)(i)(C). <br />The discussion of "Anticipated Overburden Affects" presented on page IV-1 5 <br />through page N-I 37 is a generally acceptable qualitative discussion of <br />overburden adjustment resulting from subsidence of longwai.l extracted seams. <br />However, quantification of zone thicknesses is extremely approximate, at <br />best. If the Middle Sandstone aquifer exists within 50 to 60 feet above <br />the F seam, a significant probability exists that extraction of the F seam <br />will affect that aquifer. Extensive aquifer monitoring ar.:d in-mine <br />observations of roof caving phenomena would be required to reduce that <br />probability sufficiently to justify the applicant's statement that; "No <br />diminution of groundwater flows or material damage will result to the Middle <br />Sandstone aquifer from planned subsidence." (Page N-140) <br />The applicant's contention that there are no known users cf the Middle <br />Sandstone aquifer should be supported by a listing of all reported wells <br />within the permit and adjacent areas. That listing should include well <br />location, total depth, production rates and aquifers encountered. <br />4.6.5 Subsidence Monitoring Program <br />The configuration of the subsidence monitoring net proposed for installation <br />above the 3E-1R and 3E-2R panels south of the third east entry of the q5 mine <br />should allow the collection of valuable subsidence data. This data will <br />allow verification of the applicant's subsidence projection.above the F seam. <br />If the results indicate that modification of the plan is appropriate,it <br />could be accomplished prior to the issuance of subsequent permits for mining <br />in the Eagle Complex. <br />The monument spacing and monitoring frequency proposed in the application <br />are acceptable. In fact, the proposed monitoring frequency exceeds the <br />regulatory requirements of Rule 2.05.6(6)(c). In accord with Rule 2.05.6(6)(c) <br />monitoring should commence prior to commencement of mining within the monitored <br />panel. Monitoring should continue until results indicate .subsidence has ceased, <br />and concurrence with that opinion is received from the Division. <br />The applicant's proposal to construct monuments; "By driving 3/4" diameter 4 ft. <br />long rebar into the ground" (Page IV-L50), is not acceptab.e to the Division. <br />Survey monuments should be capable of resisting normal traffic and.climatic <br />extremes. Experience with monuments similar to those proposed by the applicant <br />has determined that they are susceptible to frost problems. Monuments should <br />(cont'd) <br /> <br />