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. pounds of GRO has been removed from the subsurface beneath the site by both the units The destruction efficiency of both the SVE systems for GRO was observed to be at or greater than 95% The SVE system is operating as designed and is in compliance with the SJVAPCD permit requirements ATTACHMENTS • Table 1 Product Monitoring and Removal Summary • Table 2 Groundwater Level Data • Table 3 Groundwater Analytical Summary • Table 4 Groundwater Analytical Results for Oxygenates and Additional Compounds • Table 5 Summary of Wells • Table 6 Flow Rates and Analytical Results of Air Sample Analyses— Unit 1 (SL No 9321) • Table 7 Flow Rates and Analytical Results of Air Sample Analyses— Unit 2 (SL No 9230) • Table 8 Operational Uptime and Flow Rate For Soil Vapor and Extraction System Unit 1 (SL No 9321) • Table 9 Operational Uptime and Flow Rate For Soil Vapor and Extraction System Unit 2 (SL No 9230) • Table 10 Extraction and Emission Rates— Unit 1 (SL No 9321) • Table 11 Extraction and Emission Rates—Unit 2 (SL No 9230) • Figure 1 Site Location Map • Figure 2 Site Plan • Figure 3 Groundwater Elevation Contour Map, Upper Water Bearing Zone (3rd Quarter 2004) • Figure 4 Groundwater Elevation Contour Map, Lower Water Bearing Zone (3rd Quarter 2004) • Figure 5 Groundwater Analytical Summary (Third Quarter 2004) • Figure 6 Influent GRO and Cumulative GRO Mass Removed Over Time—SVE Unit 1 M • Figure 7 Influent GRO and Cumulative GRO Mass Removed Over Time—SVE Unit 2 • Appendix A Field Data Sheets • Appendix B Sampling and Analysis Procedures • Appendix C Certified Analytical Reports with Chain-of-Custody Documentation and EDF Verification P 113p-Arco for URS16I001Quarterl}A20041Arco_61 OO_3QO4 doc 5MAIV5