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as selected by the EARTHWORK CONTRACTOR, and of as many <br />pieces of processing equipment as necessary for EARTHWORK <br />CONTRACTOR -selected production rates to meet the construction <br />completion deadlines. <br />C. Compaction Equipment <br />1. Compaction equipment shall be of suitable type and adequate to obtain the <br />densities specified, and shall provide satisfactory breakdown of materials to <br />form a dense fill. Flooding or jetting will not be allowed. <br />2. Compaction equipment shall be maintained in such condition that it will <br />deliver the manufacturer's rated compactive effort. If inadequate densities <br />are obtained, larger and/or different types of additional equipment shall be <br />provided by the EARTHWORK CONTRACTOR. Hand -operated <br />equipment shall be capable of achieving the specified densities. <br />3. For the Clay Liner Material, use compaction equipment meeting the <br />following requirements: <br />a. To provide satisfactory breakdown of materials to form a dense <br />homogeneous fill free of visible voids. <br />b. If hand -operated equipment is used, it shall be capable of achieving <br />specified densities. <br />C. If inadequate densities are obtained, provide larger and/or different <br />types of additional equipment. <br />d. Roll the finished surface of the final lift with a smooth steel drum • <br />roller or rubber -tired roller to eliminate tire or roller marks and <br />provide a smooth, dense surface. <br />D. Moisture Control Equipment: Equipment for applying water shall be of a type and <br />quality adequate for the Work, shall not leak, and shall be equipped with a <br />distributor bar or other approved device to assure uniform application. Equipment <br />for mixing and drying out material shall consist of blades, discs, or other approved <br />equipment. <br />2.11 EXCAVATION <br />A. Excavation is unclassified. Complete all excavation, regardless of the type, <br />nature, or condition of the materials encountered. The EARTHWORK <br />CONTRACTOR shall be responsible for making own estimate of the kind and <br />extent of the various materials to be excavated in order to accomplish the Work. <br />2.12 SLURRY CEMENT MIXTURE <br />A. The EARTHWORK CONTRACTOR shall submit to QA/QC CONSULTANT a <br />proposed slurry cement mixture that will be suitable for use in the anchor trench. <br />2.13 CONCRETE • <br />A. Miscellaneous concrete for anchorage of the pipe support columns shall conform <br />Forward Landfill WMU FU -06 <br />02300 8 EARTHWORK <br />