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Exhibit 1 CMLRB 112 Permit Application <br />Agile Stone Systems. Inc. <br />• 2.2 Map Unit B Sandstone Quarry Area <br />An existing abandoned sandstone quarry and associated undisturbed rocky soils on <br />convex, moderately steep sideslopes make up this unit. Of the azea proposed to be <br />disturbed, approximately 66% consists of rock outcrops, surface rock exposures, and soils <br />less than 6" deep to bedrock. Shallow soils to a depth of 9" to bedrock (sample S-3) <br />occur over the remaining 33% of the area proposed to be disturbed. This shallow soil <br />typically has a gravelly sandy clay texture, a pH of 8.1, an electrical conductivity of 0.4 <br />mmhos/cm, and exhibits approximately 35% coarse fragments (gravel) throughout the <br />profile. <br />Though suitable to marginally suitable for salvage (in terms of chemical and physical <br />characteristics) to a depth of approximately 9", salvage of this soil over the portion of the <br />disturbed area where it occurs will be difficult. Salvageable depths occur in a mosaic <br />with rock outcrops, surface rock exposures, tree stands, and very shallow soils making <br />salvage operations potentially problematic, especially in terms of stockpiling. Soil <br />salvage will also be compromised due to safety issues surrounding soil location near <br />natural highwalls. Proximity of the Salvage of this soil should be considered <br />opportunistic with the volume available for stockpile and reapplication uncertain. <br />2.3 Map Unit C Granite Quarry Area <br />This unit occurs on steep, concave-convex, foothill sideslopes. Approximately 75% of <br />the unit consists of rock outcrops, surface rock exposures, incised drainages between <br />• bedrock outcrops, and soils less than 6" deep to bedrock. Shallow soils ranging from 6 <br />to 12" deep to bedrock (sample S-4) occur over the remaining 25% of the area proposed <br />to be disturbed. This shallow soil typically has a very gravelly sandy clay texture, a pH <br />of 8.2, and an electrical conductivity of 8.2 mmhos/cm. Approximately 50% coazse <br />fragments (gravel) occur throughout the profile with coarse fragment content decreasing <br />as elevation increases. <br />This soil is marginally suitable for salvage to an average depth of 9" due to the high <br />coarse fragment content. Deeper salvage is restricted by the presence of bedrock. As <br />with the soil of Map Unit B, salvage of this soil will be difficult considering operational <br />and safety factors. The soil occurs in a mosaic pattern with rock outcrops, surface rock <br />exposures, tree stands, and very shallow soils. Both collection and transport of soils to <br />stockpile areas will likely be inefficient. Salvage operations may occur opportunistically <br />over this unit with the lower slope positions potentially supplying the majority of the <br />volume of soil available for salvage. <br />2.4 Map Uuit D Gravel Pit and Plant Areas <br />Plant Area and parts of Gravel Pit IB: Map Unit D soils (sample S-5) overlie a <br />nearly level, slightly convex gravel bar bordering Tallahassee Creek. Coazse soils <br />ranging from 6 to 12"+ deep overly approximately 60% of this unit. The remaining 40% <br />of the unit consists of coarse soils less than 6" deep to a cobble layer and acobble/rock <br />deposit at the surface. The dominant soil typically has very gravelly sandy clay loam <br />• texture, a pH of 7.0, and an electrical conductivity of 0.3 mmhos/cm to a depth of ]2". <br />5 <br />