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<br />No Comment <br /> <br />6.4.15 EXHIBIT O- Owner(sj of Record of Affected Land (Surface Area) and Owners of <br />Substance to be Mined <br />No Comment. <br />6.4.16 EXHIBIT P- biunicipalities Within Two Miles <br />No Comment. <br />6.4.17 EXHIBIT O- Proof of Mailing of Notices to County Commissioners and Soil <br />Conservation District <br />No comment. <br />6.4.18 EXHIBIT R-Proof of Filing with County Clerk and Recorder <br />No comment. <br />6.4.19 EXHIBIT S- Permanent Man-Made Structures <br />Where the mining operation will adversely affect the stability of any significant ,valuable , or permanent <br />man-made structure located within 200 feet of the affected land, the applicant may either: <br />(a) provide a notarized agreement between the applicant and the person(s) having an interest in the <br />structure, that the applicant is to provide compensation for any damage to the structure; or <br />(b) where such agreement can not be reached, the applicant shall provide and appropriate engineering <br />evaluation that demonstrates that such structure shall not be damaged by activities occurring at the <br />mining operation. <br />As noted in the pre-operation inspection, and as identified on maps submitted with the application, there <br />are two structures within two-hundred feet of the proposed expansion azea to the east of the <br />office/processing area that will need to be addressed via item (a) or (b) above. Those structures are U.S <br />Hwy 50 and the ASTF railroad tracks on the North and South sides respectively of the proposed affected <br />area addition. It may be that none of the proposed activities which will be located within 200 feet of these <br />structures will affect their stability, however, this should be reviewed and a negative determination made if <br />that is the case. <br />6.5 GEOTECHNICAL STABILITY EXHHIIT <br />It is the Division's understanding from speaking to the previous mine manager that explosives may be <br />used on occasion during the backfilling process. Apparently the charges are set off underwater along the <br />angle-of-repose out slope to cause the sand to slump or slide into the void that is being filled, thereby, <br />allowing the surface fill point to remain in one location for longer periods of time and/or reduce the push <br />distance for surface equipment. The Division has no objection to this procedure, however, Rule 6.5(4) <br />