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-34- <br />XV. Prime Farmlands - Rules 2.04.12, 2.06.6, and 4.25 <br />The Division has made a negative determination on the presence of prime <br />farmlands within the proposed permit area. The decision was based on evidence <br />provided by the Soil Conservation Service on pages 3-171 to 3-173 in Volume I <br />of the application. <br />The proposed operation is in compliance with the requirements of this section. <br />XVI. Operations Description - Rules 2.05.2, 2.05.3(1), 2.05.3(2), and 4.01 <br />Information on the proposed operation plan is located on pages 4-1 through <br />4-64 of Volume I. <br />Hydraulic mining is to be conducted in the Wheeler Seam. Initially, twin rock <br />tunnels will be driven to the Wheeler Seam. Once the seam is accessed, a <br />roadheader will be used to drive entryways. Coal mined by the roadheader will <br />be flumed to the preparation facility. A hydraulic monitor which mines using <br />a high-pressure water jet will be used to mine the coal after entries are <br />driven. All coal will be flumed to the preparation plant. It is projected <br />that coal production will be approximately 250,000 tons per year during this <br />permit term. <br />The proposed operation is in compliance with the requirements of this section. <br />XVII. Explosives -Rules 2.05.3(b) and 4.08 <br />The section on use of explosives in Section 4 of Volume I of the permit <br />application was reviewed for compliance. <br />The applicant proposed to conduct limited blasting operations during <br />construction of the portal face-up and site preparation for the facilities. <br />Explosives will be stored in the bunker as shown on Figure 4.2-3. Storm King <br />Mines has committed to performing pre-blast surveys in the "general proximity <br />of the blasting area" outside the strictly required one-half mile limit. <br />The proposed operation is in compliance with blasting requirements. <br />XVIII. Backfillina and Grading - Rules 2.05.2(6)(b), 2.05.4(2)(a), <br />The permit application includes a discussion of backfilling and grading on <br />page 4-70. <br />The surface facilities to be constructed will be located on a gently sloping <br />area containing only small ephemeral drainages. Minimal cut and fill work <br />will therefore be required. This will mean also that minimal grading will be <br />required during reclamation. <br />The proposed operation is in compliance with the requirements of this section. <br />