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Nestle USA, Inc.—Ripon, CA January 28, 2011 <br /> 2011 Revised Feasibility Study <br /> FIGURES <br /> Figure 1: Site Location Map <br /> Figure 2: Study Area <br /> Figure 3: City of Ripon Wastewater Treatment Ponds Layout <br /> Figure 4: Historical Mass Removal Rates at Stockton Avenue <br /> Treatment System <br /> Figure 5 Historical Mass Removal Rates at Industrial Avenue (TRAP) <br /> Treatment System <br /> Figure 6 Wells Decommissioned to Eliminate Vertical Conduits <br /> Figure 7 Alternative Development Process <br /> Figure 8 Alternative 2 Layout <br /> Figure 9 Alternative 3 Layout <br /> Figure 10 Alternative 4 Layout <br /> TABLES <br /> Table 1: Comparative Matrix of Remedial Technologies <br /> Table 2: Description of Remedial Alternatives <br /> Table 3: Comparative Matrix of Remedial Alternatives <br /> APPENDICES <br /> Appendix A: Summary of Remedial Technologies Tested/Used at <br /> the 230 Industrial Avenue Site (The "Site") <br /> Attachment A.1 In-situ Treatment Using Potassium Permanganate <br /> Attachment A.2 October 2005 In-situ Treatment Using Carbohydrate <br /> (Molasses) Injection <br /> Attachment A.3 Soil Vapor Extraction (SVE) Activities at Industrial <br /> Avenue Site <br /> Appendix B: Focused Feasibility Assessment for Groundwater <br /> Affected by the Waste Water Treatment Lagoons <br /> Attachment B.1 Air Sparging Feasibility Assessment <br /> Attachment 13.2 Bioaugmentation Feasibility Assessment <br /> Attachment 13.3 Groundwater Recirculation <br /> Attachment 13.4 Interim Intrinsic Remediation Assessment <br /> Appendix C: Groundwater Modeling Simulations <br /> Appendix D: Alternative Evaluation and Cost Estimates <br />