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<br />Tab 5 - Cultural Ftesourcea • <br />10. Documentation from BLM will be submitted as soon as it becomes <br />available. <br />11. No response required from SCC. <br />Tab 6 - Geology and Overburden Assessment <br />12. Exhibit 6-1 has been revised to :how probable landslide <br />deposits ran+~ing from very old to active. These landslide <br />areas were identified by preliminary photo and topo <br />interpretive study. All landslide polygons in the permit area <br />will be verii`ied by field study and :analysis during the 1995 <br />field season.. Pages 10 and 37, Tab 6 were revised to include <br />a brief discussion and reference for the landslide deposits. <br />13. Exhibit 6-1 has been revised to show the projected "YOast" <br />syncline between the Sage Creek and ]?ash Creek anticlines. <br />14. Exhibit 6-4 has been revised to show the sampling area for <br />Wadge and Wolf Creek spoil. The Wadge sampling plan is <br />designed to detect potentially unsuitable spoil from the <br />Lennox seam and associated shales. 'Ch is area was delineated <br />on Exhibit 6•-4 by referencing the 60•-foot overburden isoline <br />shown on Exhibit 6-3. Text Page 34, Tab 6 and Page 4, Tab 21 • <br />were revised to reference the spoil sampling areas shown on <br />Exhibit 6-4. <br />15. The sampling intensity for final graded spoil in the Wolf <br />Creek area a~t Yoast should be equal 'to the pattern currently <br />used at Sencaca II Mine. SCC has revised Page 4, Tab 21 <br />indicating zc 3o0-foot grid will be used. In the Wadge <br />sampling area shown on Exhibit 6-4, SCC will use a 500-foot <br />grid which is equal to the pattern currently used at Seneca <br />II-W Mine. <br />16. SCC proposes a minimum soil replacement thickness of 0.5 feet <br />along Roads .A and B and in the facilities area in Section 8. <br />This thickness is sufficient in these areas because the soil <br />is being replaced over undisturbed subsoil and substratum <br />material. The 0.5-foot minimum soil replacement is similar to <br />the thickness currently approved along the railroad at Hayden <br />Gulch Terminal, Inc. SCC proposes a minimum soil replacement <br />thickness of 1.0 feet over final graded spoil in the first <br />five-year mine block. This is identical to the soil <br />replacement thickness currently being used at Seneca II Mine. <br />Pages 23 and 24, Tab 21 were revised to incorporate the <br />minimum soil replacement thickness language. <br />• <br />