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Draft Environmental Impact Report Page IV.F-17 <br /> Forward Inc. Landfill Expansion <br /> Well AMW-1 on the northwest side of the Austin unit showed the maximum concentration of <br /> all the monitoring wells in the Q2-2008 monitoring event with 25 ug/L PCVER and 6.7 ug/L <br /> PCE. Several VOCs were also found in the downgradient monitoring wells,including the wells <br /> AMW-13 andAMW-14 approximately 1.600 feet downgradient from the extraction wells EW-1 <br /> and EW-2. The PCE concentration was reported in Q1-2008 at 25 and 18 ug/L in wells AMW-13 <br /> and 14, respectively. Evaluation monitoring program was implemented in three phases to <br /> determine the vertical and horizontal extent of contamination. Phases I and II confirmed VOC <br /> impacts along the entire downgradient edge of the landfill and in the first encountered water <br /> bearing zone. Phase III indicated the chlorinated hydrocarbon impacted groundwater extends <br /> laterally downgradient of the edge of the landfill. <br /> Based on the Q2-2008 dataset the water quality impacts at the Forward Landfill are currently <br /> limited to one well north of the closed Class I WMU-A that show trace (<1 pg/L) detectable <br /> concentrations of the VOCs PCE,TCE, and 1,1-DCE in wells MW-10. At the Austin Landfill <br /> AMW-1, AMW-10, and AMW-11 and AMW-19, the principal VOC analyte, PCE, ranged from a <br /> concentration of 3.3 ug/L to 25 ug/L. The locations of the wells are shown in Figure IV.F-1, <br /> with all the wells with detectable VOCs located along or north of the landfill border. The <br /> Forward Landfill leachate collection system appears to have integrity. <br /> Table IV.F-1 shows the key VOC concentrations detected in 1999 versus the 2008. This <br /> illustrates the effectiveness of the VOC reduction within that timeframe at the common well <br /> with the highest concentration in 1999. This is important in projecting forward the potential <br /> effectiveness of current remedies to handle the additional landfilling proposed by the <br /> expansion. <br /> The key maximum VOC concentrations reported in the downgradient (north of the former <br /> Austin Road Landfill) monitoring points in 1999 include: PCE (210 ug/L);TCE (39 ug/L); and <br /> DCE (36 ug/L) and VC (11 ug/L). This same well in 2008 had a reported PCE(0.78 ug/L), no <br /> detectable TCE(<0.19 pg/L), DCE (0.51 jug/L) and no detectable VC (<0.34). <br /> Table IV.F-1 <br /> Maximum Key VOC Concentrations Reported in 1999 (Well MW-11) # <br /> Compared to Drinking Water Standards and Title 27 Cleanup Goals JE,I <br /> E E `x [dE F E € 'c'.ois3E 'tP yr } <br /> Maximum E Mazimu Drxnl.lcing, , ; <br /> Concentrations E Concentrattion Watex <br /> i Water,Quali E;. <br /> �� a v a €EE E w �' , E 1 SEE - <br /> L� 'EErE[ StaIldard Edi?3 s Obecta,ves <br /> b <br /> Key VOC Detected ;, Detected 19}9 Detected 20Q8 ( g/L) ( gl�) i ;` <br /> Tetrachloroethene (PCE) 210 0.78 5.0 0.06 <br /> Trichloroethene (TCE) 39 <0.19 5.0 0.7 <br /> cis-l,2-dichloroethene 36 <0.32 6.0 6.0 <br /> (cis-1,2-DCE) <br /> Vinyl chloride NO 11 <0.34 0.5 0.5 <br /> The well AMW-11, (and nearby wells MW-10, MW-13, and MW-14) are screened across the 80 <br /> to 104-foot interval sand layer depth. The maximum concentration of VOCs in 2008 were dected <br /> in wells MW-13 (at 25 ug/L PCE and 7.1 ug/L TCE) and well MW-14 (at 18 ug/L PCE and 1.3 <br /> Pg/L TCE). <br />