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Specification until final completion and acceptance of the Work. This shall <br /> include all measures to prevent erosion. During seasonal or other extended <br /> shutdowns, all exposed surfaces shall be protected as detailed in Article 3.1 <br /> of this Section. In addition, the GDM shall be protected from any <br /> contamination that reduces the hydraulic conductivity. Any contaminated <br /> materials shall be removed and replaced at no cost to the OWNER. <br /> 3.12 GEOTEXTILE <br /> A. The EARTHWORK CONTRACTOR shall place geotextile around coarse gravel <br /> and above granular drainage material layer in accordance with Section 02771, <br /> GEOTEXTILES, of these Specifications. <br /> 3.13 PROTECTIVE OPERATIONS LAYER <br /> A. General Requirements: <br /> 1. Protective Operations Layer shall be constructed of generally sandy <br /> materials excavated onsite and shall be placed and compacted to the lines <br /> and grades shown on the Construction Drawings or as required by the <br /> QA/QC CONSULTANT. <br /> 2. Place protective operations to a height of approximately 10-ft (measured <br /> vertically from the base) on lined slopes. <br /> 3. If any portion of the materials placed as Protective Operations Layer does <br /> not meet the specified requirements, the EARTHWORK CONTRACTOR <br /> shall remove such material and replace it with materials meeting the <br /> Specification at no additional cost to the OWNER. <br /> 4. The constructed Protective Operations Layer shall be maintained to meet the <br /> requirements of this Specification until final completion and acceptance of <br /> the Work. This shall include all measures to prevent erosion. During <br /> seasonal or other extended shutdowns, all exposed surfaces shall be <br /> protected with special treatments specified in Article 3.1, PROTECTION <br /> OF EXPOSED SURFACES, above. <br /> 5. The EARTHWORK CONTRACTOR shall repair any geotextile or GDN <br /> damaged during fill placement at no cost to the OWNER. <br /> 6. Additional cover of Protective Operations Layer shall be provided over the <br /> granular drainage material encapsulating the HDPE piping. For crossing <br /> points, the area above the perforated leachate collection pipe shall be <br /> covered with a minimum of 2.5 feet of Protective Operations Layer. <br /> 7. The EARTHWORK CONTRACTOR shall notify the OWNER at least 3 <br /> working days in advance of when a layer is completed and ready for as-built <br /> surveys. The OWNER will perform the as-built survey of the top of the <br /> Protective Operations Layer to determine that the required minimum <br /> thickness has been achieved. The survey shall be performed in accordance <br /> with Section 01410, SURVEYS, and shall provide coordinates and <br /> elevations of the surface at the established 75-foot grid and delineating <br /> prominent features such as the edge of GDM. The QA/QC CONSULTANT <br /> FORWARD LANDFILL 02300 <br /> 21 EARTHWORK <br />