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construction and fill material within the remainder of the Bladholm property <br />(fig. 1). <br /> <br />Map 3a <br /> <br /> Figure 5 (map 3a) is a final-grading (2011) plan with the topography <br />depicted by a 1-ft contour inter~al. Maximum slope of final grades would be <br />4% (about 2"), but most slopes are designed to be 2% or less so that the <br />area can be utilized for concrete-product storage. <br /> <br /> As shown on figure 5 (and other Site plans) a "screen" of 2.5 in trunk <br />diameter, 2.0 ft high "Black Hills" spruce will be planted along the <br />southern boundary of the property early in the development of the proposed <br />Site. <br /> <br />Map 3b <br /> <br /> Figure 6 (map 3b) depicts the projected interim and end-use plan <br />proposed by Bladholm (4) of the proposed Site for the years 1988 to 2011. <br /> <br /> The restored land surface would be used almost exclusively as a storage <br />area for Bladholm products. The proposed access roadways for transporting <br />the concrete products would likely be paved with crushed rock. The <br />remainder of the land surface would be of discontinuously vegetated sandy <br /> <br />soils. <br /> <br />Map 4 <br /> <br /> On figure 9 (map 4) are depicted the roadways that can be used to <br />access the proposed Site. Vehicular access to the Site is via improved <br /> <br />R.K. Hoagberg Associates. Inc. <br />Consulting Geologists <br /> <br />8803 17 <br /> <br /> <br />