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Work. at the second site began in 1977 to develop �.5 acres <br /> of an 18-acre , 35-ft-deep landfill into a new truck sales ana <br /> service center , including service bays , sales offices , and pars- <br /> ing areas. Disposal of about 170,000 tons of household and com- <br /> mercial solid wastes took place at this site between 1962 an'l <br /> 1964 (see Figure 1 ) . <br /> In 1976 , a gravel trench barrier system had been designea <br /> SCS Engineers and installed at the perimeter of this site to pre- <br /> vent subsurface LFG migration to adjacent areas requiring prote;- <br /> tion. Additional LFG control measures were identified and subse- <br /> quently implemented to protect truck maintenance and sales per- <br /> sonnel and structures . Facility construction began in 1979 anc <br /> was completed in 1980. In mid-1981 , the site lessee ceased oper- <br /> ations due to economic factors not related to the LFG control <br /> requirements at the site . SCS currently provides LFG system <br /> operation and routine maintenance services to maintain the prop- <br /> erty safe for occupancy until a new lessee can be located . <br /> LFG CONTROL MEASURES <br /> Drive-In Theater Site <br /> LFG control elements at the drive-in theater site include <br /> LFG extraction wells (drilled through refuse to native soils ) <br /> (see Figure 2) . These are spaced throughout the site interior t: <br /> prevent gas emissions at the site surface, and to protect on-site <br /> structures and appurtenant utilities . The extraction wells are <br /> connected via a horizontal header line to a pump station housing <br /> an extraction blower and ground flare. An additional 19 LFG <br /> extraction wells were installed around the site perimeter to con- <br /> trol off-site migration of LFG to adjacent properties . The LFG <br /> extraction well field has valving and sampling locations for <br /> adjustment of flow rates and vacuums. The collection system was <br /> designed with drains for condensate removal and flexibility to <br /> accommodate differential settlement resulting from the antici - <br /> pated settlement and decomposition of deposited waste mate- <br /> rials . The surface of the landfill was graded for drainage , <br /> provided a minimum 2-ft cover of soil , and surfaced with a rock <br /> and oil coating . Ingress and egress routes for theater patrons <br /> are paved with asphalt. <br /> The extraction well field is designed to create a neutral <br /> pressure or a slight vacuum (via an extraction blower ) within the <br /> landfill site. Extraction wells are spaced to distribute this <br /> vacuum uniformly throughout the site. System performance <br /> requirements include surface LFG emissions (through cracks in the <br /> surface) at less than 50 percent of the lower explosive limit <br /> (LEL) for methane in air. LFG produced within the radius of <br /> influence of an extraction well is drawn toward the well and <br /> removed . The LFG is subsequently combusted in a ground flare, <br /> which operates 24 hours per day , 7 days per week. <br /> LFG-68 <br />