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control site excavations, ditch flow lines, permanent access roads, and final <br />slopes. <br />6.7 TECHNICAL DIRECTION <br />The NCSL is a major engineering project involving substantial road, drainage, <br />and other improvements, and the moving of approximately 9 million cubic yards <br />of soil and wastes to construct the site in an efficient and environmentally sound <br />manner. while the landfill site development plans show the work to be accom- <br />plished and the general manner in which it is to be accomplished, as in any major <br />engineering project, an experienced civil engineer will be available to consult with <br />the site operator on plan interpretation and to make localized modifications where <br />necessary to implement the intent of the plans. <br />Deviation from the plans and provisions to facilitate operations will be considered <br />only after a thorough review of the long-term consequences of such action. Peri- <br />odically, the services of a land surveyor may be required to locate various im- <br />provement areas and to stake refuse lift elevations, ditch flow lines, and limits of <br />the excavation and fill areas. <br />6.8 CONTROL OF NUISANCE FACTORS <br />The following actions will be taken to minimize nuisance factors. <br />6.8.1 Noise <br />Noise levels from on site equipment will be controlled by proper maintenance of <br />mufflers and construction of earthen screening berms around the perimeter of the <br />site. <br />6.8.2 Odor <br />Odor problems from landfills generally result from inadequately covering solid <br />wastes. Odor problems should be insignificant since wastes are covered daily <br />with 6 inches of soil. Changes in operating procedures (thickness of daily cover, <br />PJ9 9390218A.00W 56 Rev. 0 July 20, 1989 <br />