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Orange County Eubanks Road C&D Landfill <br />Permit Technical Specifications <br />Revised March 15, 2021 <br />Section 02200 - 4 <br /> <br /> <br />B. Compaction equipment shall be of such design that it will be able to compact the <br />fill to the specified density. Prior to placing the fill, at the preconstruction meeting <br />or a minimum of 7 days prior to usage, the CONTRACTOR shall submit to the <br />CQA Engineer, for approval, a list of compaction equipment to be used. The CQA <br />Engineer shall have 7 days to approve or disapprove the list. The list shall include <br />the type of equipment, manufacturer and size. <br />C. If, in the opinion of the CQA Engineer, the compaction equipment is not acceptable, <br />the CONTRACTOR may demonstrate the suitability of such equipment in a test <br />area within the prepared fill site. <br />D. Fill faces shall be compacted. Compacting operations shall be continued until the <br />slope faces are stable but not too dense for planting and there is no appreciable <br />amount of loose soil on the surface. <br />E. Surfaces to receive a subsequent lift shall be scarified in order to tie the lifts together. <br />Acceptable scarification shall include complete coverage of the liner surface with a <br />partially penetrating or fully penetrating roller, or with partially penetrating pads on a <br />dozer. No smooth surface shall remain prior to placement of a lift. <br /> <br />3.06. Quality Control <br /> <br /> See Construction Quality Assurance Plan. <br /> <br />3.07. Surface Water <br /> <br />Fill areas shall be kept free of standing water with positive drainage maintained. Sloping <br />of the fill surface and drainage ditches shall be provided to carry off water as it collects. <br />Pumping of water shall be required to remove water from areas which cannot drain <br />naturally. Water removed by pumping will be deposited such that it will be routed to an <br />on-site drainage ditch and then to the sediment basin. <br /> <br />3.08. Seasonal Limits <br /> <br />No fill material shall be placed, spread or rolled while the ground is frozen or thawing, or <br />during unfavorable weather conditions. When the work is interrupted by inclement <br />weather, fill operations shall not be resumed until the moisture content and density of the <br />previously placed fill are as specified. Fill surfaces exposed to inclement weather or <br />standing water shall be scarified to a depth of 6 inches, compacted and tested prior to <br />placing addition fill lifts. <br /> <br />3.09. Integrity of the Work <br /> <br />It shall be the CONTRACTOR's responsibility to maintain the integrity of the work. <br />Work which is damaged by weather or construction activities shall be restored and <br />retested at the CONTRACTOR's expense. <br />END OF SECTION <br />DocuSign Envelope ID: 0844D1D6-E311-4FC5-8B5B-BB1E27A908ED