Resolution No. 4793 - Laserfiche WebLink

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CONTENTS, CONTINUED 2.2.7-1 Percent Vegetated Areas, Developed Areas, and Gravel Bars within 100 Feet of the Upper Willamette River (River Reaches 15-21), Eugene, Oregon 2.2.7-2 Species Classified as Endangered, Threatened, Sensitive, or Species of Concern Found in Wetland and/or Riparian Areas in the Greater Eugene Metropolitan Area 2.2.8-1 Estimated Emi._ssions from the WPCF 2.3.1-1 Oregon Total Non-Farm Employment and Personal Income Growth 2.3.2-1 Historical Population Data for the Eugene/Springfield Service Area, 1990-2002 2.3.3-1 Population Projection Data for Eugene/Springfield Metropolitan Area 3.1.3-1 Original Major Conveyance Pump Stations 3.1.3-2 Conveyance Pump Station Upgrades 3.1.4-1 West Eugene Pump Stations 3.2.1-1 Original Plant Construction Facilities 3.2.1-2 Plant Upgrades and Additional Facilities 3.2.2-1 WPCF Pretreatment Facilities Unit Processes and Equipment 3.2.2-2 WPCF Primary Clarification Unit Processes and Equipment 3.2.2-3 WPCF Secondary Treatment Unit Processes and Equipment 3.2.2-4 WPCF Disinfection Facility Equipment 3.2,2-5 WPCF Waste Activated Sludge Thickening Unit Processes and Equipment 3.2.2-6 WPCF Anaerobic Digestion Unit Processes and Equipment 3.2.2-7 Biosolids Dewatering Unit Processes and Equipment 3.2.2-8 WPCF Biosolids Dewatering Unit Processes and Equipment 3.2.4-1 Existing Liquids Unit Process Performance, Limiting Factors, and Deficiencies 3.2.4-2 Existing Solids Unit Process Performance, Limiting Factors, and Deficiencies 4.1.2-1 Historical Dry Weather Flow Statistics 4.1.2-2 Historical Wet Weather Flow Statistics 4.1.3-1 DEQ Methodology Flow Peaking Factors 4.2.2-1 Historical Dry Weather BOD Loading Statistics 4.2.2-2 Historical Wet Weather BOD Loading Statistics 4.2.2-3 Historical Dry Weather TSS Loading Statistics 4.2.2-4 Historical Wet Weather TSS Loading Statistics 4.3.1-1 Selected Flow'Per Capitas and Peaking Factors 4.3.2-1 Selected BOD Loading Per Capitas and Peaking Factors 4.3.2-2 Selected TSS Loading Per Capitas and Peaking Factors 4.4~1 Summary of Total Flow Projections (Residential, Commercial, and Industrial) 4.4-2 Summary of Total Load Projections (Residential, Commercial, and Industrial) 5.1.1-1 Existing NPDES Discharge Requirements and Limitations for the WPCF 5.1.4-1 Sampling Requirements for EPA 40 CFR, Part 503, Sludge Regulations 5.1.4-2 New Federal Regulation (40 CFR, Part 503) for Heavy Metals 5.1.4-3 DEQ Site Criteria for Biosolids Application 5.1.5-1 Treatment and Monitoring Requirements for Use of Reclaimed Water 5.1.5-2 General Treatment and Monitoring Requirements for Use of Reclaimed Water 5.1.6-1 Rehability Class I Requirements 5.1.6-2 Sludge Handling System Reliability MWMC_CONTENTS_REV5 DOC V