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• The proposed design and construction of the haul roads, the <br />sedimentation pond embankment, and the topsoil stockpile areas are <br />all feasible with existing technology. <br />2.2 Conclusions <br />Conclusions presented herein are the opinion of the writer and <br />are intended to provide parameters that can be used in the design <br />and construction of the haul roads, the sedimentation pond, and the <br />topsoil stockpile areas. In effect these conclusions represent <br />recommendations also, but are not intended as absolute in that <br />regard since design parameters in this type of geology should be <br />flexible because conditions found during construction may require <br />on-site design modifications. <br />• <br />2.2.1 General conclusions <br />a) Geologic conditions along the haul-road alignments, at <br />the sedimentation pond, and at the topsoil stockpile areas do not <br />present any unusual problems. Reasonable care in the design and <br />construction of the planned facilities should assure that manmade <br />geologic problems are not created. <br />b) Outside of the specific areas studied for the haul-road <br />alignments, and the sedimentation pond the geology in the topsoil <br />stockpile areas will not present unusual problems. <br />c) Geologic mass-wasting such as landslides, soil creep, <br />rockfall, and debris avalanches were not observed in the area and <br />none are expected if reasonable standards of care are maintained <br />during construction and maintenance activities. <br />7 <br />