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• <br /> • Draft Supplemental Environmental Impact Report Page IV.G-6 <br /> • Forward Inc. Landfill 2018 Expansion Project <br /> Flood Hazards <br /> • The proposed expansion areas, including the South Branch of South Littlejohns Creek <br /> • realignment at Forward Landfill are located within FEMA Flood Insurance Rate Map (FIRM) <br /> • panels 0636F (October 16, 2009). The south expansion area is within flood zone designations B <br /> (between 100 and 500-year flooding) and C (minimal flooding). <br /> • <br /> • Some portions of the site along the former course of the North Branch of South Littlejohns Creek <br /> • are mapped as within Zones AE and AO, with 100-year flood depths of 1 to 3 feet. However, <br /> since preparation of the FEMA map,the North Branch has been realigned to the north and west <br /> • of the landfill fill area, and is now designed to carry the 100-year flood flows. The North and <br /> • South Branches of South Littlejohns Creek on the site are subject to regular maintenance for <br /> • flood control. This maintenance consists of clearing trees and shrubs from the banks and dense <br /> vegetation from the channel. <br /> • <br /> • A Central Valley Flood Protection Board encroachment permit with endorsement by the San <br /> • Joaquin County Flood Control and Water Conservation District is required for any work within <br /> the channels or within 25 feet of the top of bank of the creeks, and the realignment of the South <br /> • Branch must be approved by the Board. Questa Engineering Corp (Questa)has developed plans <br /> • for the realigned South Branch channel.The new channel is designed to carry the 100-year flood <br /> • flows within its banks. Erosion protection would be provided in areas with high velocities or <br /> sharp bends. <br /> • Surface Water Oualitk <br /> The RWQCB Order R5-2003-0049 requires quarterly surface water quality monitoring at four <br /> • points on the landfill site, when surface water is evident. Two of the sampling locations,FSW-1 <br /> and ASW1, are located upstream of the landfill and represents background conditions. The <br /> • other sampling points, FSW-2 and ASW-2, are located immediately downstream of the landfill, <br /> • and are designed to evaluate surface water quality impacts from the landfill. The designated <br /> sampling points are within the affected area of the proposed expansion. <br /> • <br /> • Beneficial uses of Littlejohns Creek, as specified in the San Joaquin River Basin Plan, are <br /> • agricultural supply, industrial service and process water, contact and non-contact water, <br /> recreation, wane fresh water habitat, preservation of rare, threatened, and endangered species, <br /> • and groundwater recharge. <br /> Surface water samples are collected quarterly for field parameters (temperature, specific <br /> conductance,pH, and turbidity), and, chloride, sulfate, nitrate as nitrogen, total dissolved solids <br /> • (TDS), carbon bicarbonate, total organic carbon, chemical oxygen demand, dissolved metals <br /> • (calcium,magnesium, sodium, potassium),volatile organic compounds, and total petroleum <br /> • hydrocarbons (oil and grease). Surface water sampling and analysis are not always performed <br /> • at the Austin Road and Forward Units because, at times,there is no water to sample at those <br /> points. <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br />