Wastewater Facilities Plan

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Wastewater Facilities Plan DONNER SUMMIT Public Utility District WastewaterWastewater FacilitiesFacilities PlanPlan May 2010 Prepared for Donner Summit Public Utility District 3875 Atherton Road Prepared by Rocklin, CA 95765 916.773.8100 TEL 916.773.8448 FAX www.ecologic-eng.com Contents Donner Summit Public Utility District - Wastewater Facilities Plan SECTION 1 INTRODUCTION ................................................................................................ 1-1 SECTION 2 EXECUTIVE SUMMARY .................................................................................... 2-1 2.1 Climate (Section 3).......................................................................................2-1 2.2 Wastewater Flows And Loads (Section 4) ...................................................2-1 2.3 Existing Facilities (Section 5).......................................................................2-1 2.4 Waste Discharge and Treatment Requirements (Section 6).........................2-7 2.5 Development and Screening of Alternatives (Section 7) .............................2-7 2.6 Influent Flow Equalization and Plant Headworks (Section 8) ...................2-10 2.7 Biological Treatment (Section 9)................................................................2-10 2.8 Tertiary Filtration (Section 10)...................................................................2-13 2.9 Effluent Disinfection (Section 11)..............................................................2-13 2.10 Emergency Storage and Irrigation Storage (Section 12) ............................2-15 2.11 Effluent Storage to Mitigate Biostimulation in the South Yuba River (Section 13).................................................................................................2-15 2.12 Effluent Irrigation Disposal (Section 14)....................................................2-17 2.13 Residual Solids Processing and Disposal (Section 15)...............................2-17 2.14 Preliminary Environmental Analysis (Section 16).....................................2-19 2.15 Selection and Description of the Apparent Best Project (Section 17)........2-19 SECTION 3 CLIMATE .......................................................................................................... 3-1 3.1 Ambient Temperatures ...............................................................................3-1 3.2 Precipitation................................................................................................3-1 SECTION 4 WASTEWATER FLOWS AND LOADS................................................................. 4-1 SECTION 5 EXISTING FACILITIES ...................................................................................... 5-1 5.1 Influent Flow Measurement, Sampling and Equalization Storage .............5-1 5.2 Headworks ..................................................................................................5-5 5.3 Biological Treatment ..................................................................................5-6 5.4 Effluent Filtration .......................................................................................5-7 5.5 Effluent Disinfection...................................................................................5-8 5.6 Emergency Storage and Pumping System ..................................................5-9 5.7 Chemical Feed Systems..............................................................................5-9 5.8 Outfall to the South Yuba River .................................................................5-9 5.9 Effluent Irrigation Facilities........................................................................5-9 5.10 Solids Handling Facilities.........................................................................5-10 May 2010 Donner Summit Public Utility District DONN09-004 i Wastewater Facilities Plan Contents SECTION 6 WASTE DISCHARGE AND TREATMENT REQUIREMENTS ................................ 6-1 SECTION 7 DEVELOPMENT AND SCREENING ALTERNATIVES .......................................... 7-1 SECTION 8 INFLUENT FLOW EQUALIZATION AND PLANT HEADWORKS ......................... 8-1 8.1 Equalization Storage Volume Requirements and Equalization Controls ......................................................................................................8-1 8.2 Economic Benefits of Equalization Storage ...............................................8-4 8.3 Equalization Storage Site and Configuration Analysis...............................8-6 8.3.1 Existing Equalization Storage Basin and Related Facilities .........8-6 8.3.2 New Facilities Alternatives...........................................................8-7 8.3.3 Proposed Equalization Features ....................................................8-8 8.3.4 Equalization and Headworks Alternative Cost Analysis ..............8-9 SECTION 9 BIOLOGICAL TREATMENT............................................................................... 9-1 9.1 Heat Transfer and Temperature management.............................................9-1 9.1.1 Heat Transfer and Temperatures With and Without Basin Covers ...........................................................................................9-2 9.1.2 Consideration of Providing Supplemental Heat..........................9-15 9.1.3 Recommended Heat Transfer and Temperature Management Improvements..............................................................................9-17 9.1.4 References Used for Heat Transfer and Temperature Calculations.................................................................................9-18 9.2 Biological Treatment Alternative analysis................................................9-18 9.2.1 Upgrade and Expand Existing Integrated Fixed Film Activated Sludge System ............................................................9-18 9.2.2 New Integrated Fixed Film Activated Sludge.............................9-20 9.2.3 Membrane Bioreactors................................................................9-24 9.2.4 Submerged Attached Growth......................................................9-35 9.2.5 Comparative Cost Analysis for the Biological Treatment Alternatives .................................................................................9-37 9.2.6 Process Design Comparisons Between the IFAS and MBR Alternatives .................................................................................9-37 9.3 Chemical Storage and Feed Systems Associated With Biological Treatment..................................................................................................9-40 9.3.1 Ammonia Storage and Feed System ...........................................9-41 9.3.2 Methanol (or Alternative Carbon Source) Storage and Feed System.........................................................................................9-43 9.3.3 Alkalinity Storage and Feed System...........................................9-43 SECTION 10 TERTIARY FILTRATION ................................................................................. 10-1 10.1 Existing Facilities .....................................................................................10-1 10.2 Filter System Capacity Assessment..........................................................10-1 10.3 Tertiary Filtration System Improvements.................................................10-2 10.3.1 Backwash Supply System ...........................................................10-2 10.3.2 Coagulation and Flocculation .....................................................10-3 May 2010 Donner Summit Public Utility District DONN09-004 ii Wastewater Facilities Plan Contents SECTION 11 EFFLUENT DISINFECTION.............................................................................. 11-1 11.1 Continued Use of Chlorine and Sulfur Dioxide .......................................11-1 11.1.1 Chlorine Feed Capacity Evaluation ............................................11-1 11.1.2 Chlorine Contact Basin Capacity Evaluation..............................11-2 11.1.3 Sulfur Dioxide Feed Capacity Evaluation ..................................11-2 11.1.4 Chlorine and Sulfur Dioxide Safety Issues and Uniform Fire Code Requirements.....................................................................11-2 11.1.5 Disinfection Byproducts .............................................................11-3 11.2 UV disinfection.........................................................................................11-3 11.3 Ozone Disinfection ...................................................................................11-7 11.3.1 General Description and Benefits of Ozonation .........................11-7 11.3.2 System Components....................................................................11-9 11.3.3 Design Criteria ..........................................................................11-10 11.3.4 Preliminary Ozone System Layout ...........................................11-11 11.4 Disinfection Alternative Cost Analysis ..................................................11-12 SECTION 12 EMERGENCY STORAGE AND IRRIGATION STORAGE .................................... 12-1 SECTION 13 EFFLUENT STORAGE TO MITIGATE BIOSTIMULATION IN THE SOUTH YUBA RIVER................................................................................................... 13-1 13.1 Background...............................................................................................13-1 13.2 The Need for and Sizing of Effluent Storage to Mitigate Biostimulation ..........................................................................................13-2
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