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<br />better amelioration of the visual problems can be obtained by <br />• placing emphasis on the terrace steps than the walls themselves. See <br />Pikeview Exhibit D2 for site geology. <br />5) P-E-6 - Please supply a soil test on the processing fines. <br />Will these fines be hauled from the sand plant? <br />RESPONSE D5. Physical characteristics of this material <br />are listed as Soil Type 1 (map unit 3SM) in Exhibit I. Nutritional <br />testing has not been done at the Pikeview on the fines themselves <br />but analyses of limestone (CSU report Lab Nos. 0775I and 0775J) show <br />the nutritional deficiencies (the organic matter is no doubt from <br />extraneous sources such as leaf bits). <br />No materials will be hauled from the sand plant as the cost <br />of such an action would be totally prohibitive and will become even <br />• more so as fuel prices continue to climb in the coming years. <br />6) P-E-6 - The final grade must be determined and created prior <br />to replacement of 12-24 inches of fines since it appears solid rock will <br />underlie the fines. <br />RESPONSE D6. This is true, although the "solid rock" usually <br />is not all that solid but does have some fractures. We believe this is <br />sufficient depth to grow the proposed vegetation. The "solid rock" <br />referred to will not be smooth, but will be quite irregular. <br />8) P-E-7 - Iiow will a stockpond benefit a residential or <br />industrial area? <br />RESPONSE D8. The final use of this pond area is subject <br />to change. It may even be eliminated or become a developed pond <br />with lakefront property, or a water source for industrial use. What <br />• its use will be 80 years from now can hardly be determined today and <br />P-E-15* <br />