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Article 5: Uses 223 <br /> Section 5.11: Standards for Waste Management Facilities <br /> (iii) Complete description of operation, including source of materials, <br /> method of compaction, type of sealing proposed, types and <br /> number of equipment to be used. <br /> (iv) Any phasing of operations and relationship among phases. <br /> (v) Operating practices to be followed to ensure compliance with <br /> applicable performance standards in Section2-7-7�E+6.4.14 <br /> (g) A Rehabilitation Plan which shall include: <br /> (i) A statement of planned future use of the site, including detailed <br /> methods of accomplishment. <br /> (ii) A map, to the same scale as the Site Plan, showing final <br /> proposed topography, landscaping and ground cover proposed <br /> and any drainage or other structures proposed. <br /> (iii) A phased plan of rehabilitation, related to the operations plan, <br /> showing how the rehabilitation will relate to the fill operations and <br /> the date of final completion. <br /> (2) Standards of Evaluation <br /> (a) All operations associated with the fill shall conform to the following <br /> performance standards: <br /> (i) Direct illumination resulting from the operation shall not fall upon <br /> any land not covered by the application. <br /> (ii) Equivalent sound levels at the boundaries of the fill site shall not <br /> exceed the following standards: <br /> STANDARDSTABLE 5.11.2.A.2.1:SOUND LEVEL •- WASTE MANAGEMENT <br /> FAcILITIES <br /> TIME DECIBEL LIMIT <br /> 7:00 a.m.to 7:00 p.m. 68 dBA <br /> 7:00 p.m.to 7:00 a.m. 58 dBA <br /> (iii) Vibration levels at the boundaries of the fill site shall not exceed <br /> the following standards: <br /> VIBRATION . • - . FOR WASTE <br /> MANAGEMENT FAcILITIES <br /> TIME DECIBEL LIMIT <br /> Steady State 1.0 inches/second <br /> Impact 2.0 inches/second <br /> [1]The maximum particle velocity shall be the maximum displacement sums of <br /> three mutually perpendicular components, recorded simultaneously, <br /> multiplied by the frequency in cycles per second. <br /> For purposes of this Ordinance, steady state vibrations are vibrations which are <br /> continuous,or vibrations in discrete impulses more frequent than 60 per minute. <br /> Discrete impulses which do not exceed 60 per minute, shall be considered <br /> impact vibrations. <br /> 114 Update to correct section reference. <br /> Orange County, North Carolina—Unified Development Ordinance Page 5-100 <br />