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Construction <br /> Details of construction are contained in the Waste Discharge Requirements for this site. <br /> Module 1 (previously designated "Modules 1 and 2")was constructed in 1991. This module was <br /> excavated to an elevation of approximately 88 feet NGVD, which is approximately 30 feet below <br /> original grade. This Module is provided with a 60-mil HDPE liner installed over a 6-inch(minimum) <br /> thick layer of compacted native soil, but was not designed to meet Title 27 and RCRA Subtitle D <br /> criteria. At the time of construction, synthetic liners were not required. <br /> Module 3 was constructed in 1995, excavated to an elevation of approximately 60 ft NGVD,which is <br /> approximately 60 feet below original grade. This Module is provided with a composite liner comprised <br /> of a geocomposite clay layer (GCL)under a 60 mil HDPE membrane. This liner design was approved <br /> as an engineered alternative to the prescriptive composite liner of Title 27 and RCRA Subtitle D. <br /> The interface between Modules 1 and 3 is composed of an anchor trenchiberm at an elevation of <br /> approximately 96 feet NGVD. <br /> Module 4 was constructed in 2003, excavated to a depth of approximately 60 ft NGVD, which is <br /> approximately 60 feet below original grade. This Module is also provided with a composite liner <br /> comprised of a geocomposite clay layer(GCL) under a 60-mil HDPE membrane as an approved <br /> engineered alternative to the prescriptive composite liner of Title 27 and RCRA Subtitle D. In addition, <br /> a one-foot thick layer of soil with not less than 30%passing 200 sieve, compacted to not less than 90% <br /> relative density, was constructed under the composite liner. <br /> The interface between Modules 3 and 4 is a lined anchor trench/berm, raised approximately three feet <br /> above the surrounding surfaces. <br /> COMPLIANCE HISTORY SUMMARY <br /> Data from the groundwater wells at the North County Landfill did not indicate impact until three VOCs <br /> were confirmed at low concentrations in well G-4 in July 2002. Because G-4 is at the western property <br /> boundary, County staff contacted the neighbor immediately to the west,requesting permission to drill <br /> temporary groundwater monitoring wells to determine the extent of groundwater impact according to the <br /> "step out, step down" approach. That property owner did not grant this request but allowed County staff <br /> to sample the water from the well on that property. No contaminants were detected. <br /> County staff therefore implemented a phased approach for evaluation monitoring within the landfill <br /> property. The first phase was to install and monitor the new groundwater well G-6 and the soil gas wells <br /> that were installed in 2003 with Module 4. Under Evaluation Monitoring, groundwater and soil gas <br /> were sampled quarterly(the WDRs require semi-annual sampling). The soil gas wells on the landfill <br /> property boundary were also used to monitor for off-site migration of combustible gas in accordance <br /> with CCR Title 27 Section 20925. <br /> Monitoring at new groundwater well G-6 indicated no groundwater impact at that location. At G-4, one <br /> is VOC was detected in the January 2003 monitoring event. <br /> North County RC&SL Public Works/Solid Waste <br /> I"Semester 2012 Groundwater Monitoring 2 County of San Joaquin—July 26,2012 <br />