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Included in this exhibit is a Custom Soil Resource Report of the permit area. It's specific to Uinta Mining, <br /> LLC and reflects 5 different soil units within the boundaries of the permit. <br /> Unit 54-Deaver-Avalon complex which lies on 5 to 45 percent slopes <br /> Unit 62-Eghelm loamy fine sand which lies on 0 to 3 percent slopes <br /> Unit 126-Massadona-Youngston moist complex which lies on 1 to 8 percent slopes <br /> Unit 160-Rock outcrop-Torriorthents complex which lies on 50 to 75 percent slopes <br /> Unit 197-Torriorthents-Rock outcrop, sandstone complex which lies on 25 to 75 percent slopes <br /> Units 54, 62, 126, and 197 compose the soils within the affected lands. Areas are shown on Figure 1-3. <br /> The cubic yards shown on Figure 3 are representative of the H-1 (top) soil that would be removed and <br /> bermed for storage. The topo soil removed from the construction of the haul road will be hauled and <br /> placed into the projected berms. These berms are also shown on Figure 1-3. <br /> If the H-2 soils show the potential of being a good growth media, Uinta Mining will include that into the <br /> soils for reclamation. <br /> To control sedimentation from storm events, two rock check dams will be constructed (see Exhibit G). <br /> The location of these dams are shown on Figure 1-3. <br />