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• <br /> Draft Supplemental Environmental Impact Report Page IV.G-1 • <br /> Forward Inc. Landfill 2018 Expansion Project <br /> • <br /> G. HYDROLOGY AND WATER QUALITY • <br /> This chapter includes a description of the existing hydrologic and water quality conditions at <br /> the current and proposed Forward Landfill, including the proposed expansion areas. This <br /> section updates the 2013 EIR's environmental evaluation of the landfill expansion. The currently • <br /> permitted site includes both the former Forward and Austin Road Landfills, which were • <br /> consolidated in 2003. While the landfill operates essentially as one unit now, the regulatory <br /> history of having to separate landfills under separate Regional Water Quality Control Board <br /> (RWQCB) Orders has resulted in some separation still being maintained in that the RWQCB • <br /> looks at the landfill as having two operable units. • <br /> In addition to the two proposed landfill expansion areas (referred to as the north and south <br /> expansion areas), the expansion project would include the construction of two new <br /> sedimentation basins and two new leachate ponds as shown on Figure III.0-4. The new • <br /> sedimentation basins and leachate ponds are replacements for existing facilities proposed for • <br /> closure as part of the expansion project. The implementation of this project also requires the • <br /> relocation of the South Branch of South Littlejohn Creek, which currently is located on the <br /> proposed southern expansion site. • <br /> The southern WMU FU-19 area of the site where the current channel of the South Branch of <br /> South Littlejohn Creek is to be diverted is also in the footprint of the current groundwater <br /> monitoring wells MW-17, MW-18, and MW-19. Thus, these monitoring wells would be • <br /> decommissioned under permit, and replaced. Well MW-17 is located along the main landfill <br /> access road, on the west side of the site near the scale house and is approximately 1,250 feet • <br /> west of the northwest corner of WMU Well MW-19 is also located along the main access road <br /> and is approximately 300 feet west of the northwest corner of WMU A. MW-18 is located • <br /> between MW-17 and MW-19 and is approximately 800 feet west of the northwest corner of • <br /> WMU A, as shown on Figure IMC-3 in the Project Description. • <br /> Setting • <br /> • <br /> Regulatory Setting • <br /> Federal Agencies and Regulations • <br /> Federal Water Pollution Control Act <br /> The purpose of the Federal Water Pollution Control Act (Clean Water Act) (administered by the • <br /> U.S. Environmental Protection Agency [EPA]) is to protect and maintain the quality and • <br /> integrity of the nation's waters by requiring states to develop and implement state water plans • <br /> and policies. <br /> • <br /> Water Quality Standards. Section 303 of the Clean Water Act establishes water quality standards • <br /> consisting of designated beneficial uses of water bodies and water quality standards to protect • <br /> those uses for all Waters of the United States. Under Section 303(d) of the Clean Water Act, • <br /> states,territories, and authorized tribes are required to develop lists of impaired waters. <br /> • <br /> • <br /> • <br /> • <br />