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t <br /> INTRODUCTION <br /> General <br /> This first semiannual 2014 monitoring report for the Harney Lane Sanitary Landfill (HLSL) is <br /> prepared in compliance with Waste Discharge Requirements (WDR) Order No. R5-2009-0049, <br /> issued by the California Regional Water Quality Control Board, Central Valley Region (RWQCB) <br /> on April 24, 2009. <br /> The HLSL is located in Northern San Joaquin County at 14750 East Harney Lane, approximately <br /> seven miles east of Lodi (Figure 1). The HLSL is a Class III waste management unit on 127 <br /> acres, of which 94 acres received refuse fill. Land within 1000 feet of the property is used for <br /> agriculture, grazing, and rural residential. <br /> The landfill received approximately 125,000 tons of waste annually in later years of operation, <br /> generally construction debris and refuse (residential, commercial, and agricultural). <br /> The landfill stopped receiving waste in 1991, and subsequently closed In October 1994. At <br /> closure, the landfill contained approximately seven million cubic yards of refuse. <br /> Geology and Hydrogeology <br /> The soils underlying the landfill consist of unconsolidated silts, clays, and sands, which are <br /> representative of typical of sediments found in the Central Valley. The soils are typically highly <br /> impermeable with hydraulic conductivities of approximately 106 to 10-8 centimeter/second. <br /> Groundwater is first encountered approximately 120 feet below the surface. Groundwater <br /> elevations fluctuate approximately 4 feet during the year. The average groundwater elevation is <br /> decreasing steadily over time. Because of decreasing water levels, two deeper wells (MW-3A <br /> and MW-4A) were installed May 29 through May 31, 2013. These wells were installed in <br /> accordance with a work plan approved by the RWQCB. <br /> Construction <br /> The landfill is unlined. A final cover was applied over the area on which refuse was placed to <br /> close the landfill in accordance with an approved Closure Plan. This cover generally consists of a <br /> minimum 2-foot thick foundation layer overlain by a 1-foot thick clay barrier layer and a 1-foot <br /> thick vegetative layer. Side-slopes were closed with soil only in accordance with the approved <br /> Final Closure Plan. <br /> COMPLIANCE EVALUATION SUMMARY <br /> The landfill was closed in 1994 in accordance with CCR Titles 14 and 27, <br /> A landfill gas collection system was installed in 1996 and has been operating since to mitigate <br /> potential groundwater impacts and off-site migration of landfill gas. <br /> Harney Lane Sanitary Landfill 1 Department of Public Works/Solid Waste <br /> 1st Semiannual 2014 Groundwater Monitoring Report County of San Joaquin—July 31,2014 <br />