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FEB-D1-06 04:31Pl8 FROlF RL +303 666 5895 T-673 p.p0710~. F-836 <br />(t~ Has the Applicant provided a statement identifying which permits, licenses, and <br />approvals it will seek to conduct the proposed mining and reclamation operat~ns? <br />5pecificaAy at issue is the Gilpin County Special Ilse Review (5UR) Permit. <br />Two other county permits of coacem ware identified at the Pryhearing <br />conference, the Individual Sewage Disposal System Permit snit the Grading <br />Permit for roads. (Rule 6.4.13- Exhibit Nl.) <br />8. <br />9. <br />10. <br />Issue 7(A): Pre-Mining and Mining Plan Maps, Itnle 6.4.3(6}. As stated in the <br />l~ivisioa's "Rationale for Reeotnmendation of Approval" ("Rationale"), the Applicant <br />provided revised maps C-1, C-2A, C-2B and C-2C, which accttntely show the location of <br />the quarry entrance and the location of al] permanent man-made struct~ses within 200 <br />feet of the quarry entrance. <br />The weight of the evidence demonstrates that the Applicant has met the minimtttn <br />requirements of Rule 6.4.3(6}. <br />Issue 7(13)_ $last Vibration Analysis and Blasting Plan, gYule 6.4,4(1) and 6.5(4). As <br />described in the Division's Ratioaale,the Applicant provided a detailed blas[analysis <br />prepazed by Lyman Hean, Inc. ("Henn Blasting Report"). The Henn $lasting Report <br />provides an assessment of possible surface and subsurface impacts and a monitoring plan <br />to detect the presence or absence of oflsite impacts. The Henn Blasting Report also <br />proposes mitigation measures that will be implemented in the event a peak particle <br />velocity of 0.75 inches per second is detected in any structure not owned or controlled by <br />the Applicant or a peak particle velocity of 0.50 inches per second is detected at any older <br />structure with plaster-on-lath walls that aze within the zone of influence of gttany blast <br />ground vibrations. The blasting plan ensures that adverse impacts wilt not occur to the <br />MMRR Board Order, M-2004067 <br />