Volume 6: Regional Water Quality Control Plant Condition .

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City of Riverside Public Works DepartmentUPDATE OF THE INTEGRATEDMASTER PLAN FOR THE WASTEWATERCOLLECTION AND TREATMENT FACILITIESVOL. 6Regional Water QualityControl Plant ConditionAssessment Results

CITY OF RIVERSIDE UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIESVolume Table of ContentsVolumes and Chapter TitlesVolume : Executive SummaryVolume : Basis of PlanningChapter : IntroductionChapter 2: Regulatory and Climate Change ConsiderationsChapter : Population, Loading, and Flow ProjectionsChapter : Basis of Cost EstimatesChapter : Organizational ReviewVolume : Wastewater Collection SystemChapter : Introduction and BackgroundChapter : Planning Area CharacteristicsChapter : Flow Monitoring ProgramChapter : Collection System Facilities and Hydraulic ModelChapter : Planning Criteria and Design FlowsChapter : Regulatory Review and SSMP Gap AnalysisChapter : Capacity Evaluation and Proposed ImprovementsChapter : Lift Station Condition AssessmentChapter : Sewer Pipeline R&R ProgramChapter : Capital Improvement ProgramChapter : Collection System Odor ControlVolume : Wastewater Treatment SystemChapter : Existing FacilitiesChapter : Summary of Planning StudiesChapter : Process Design and Reliability CriteriaChapter : Preliminary TreatmentChapter : Primary TreatmentChapter : Secondary TreatmentChapter : Tertiary TreatmentChapter : Advanced Water TreatmentChapter : DisinfectionChapter : Environmental ReviewChapter : Capital Project StudiesVolume : Solids Treatment and HandlingChapter : Existing FacilitiesChapter : Summary of Planning StudiesChapter : Process Design and Reliability CriteriaChapter : Solids Production and ThickeningChapter : Solids DisposalVolume : Regional Water Quality Control Plant Condition Assessment ResultsVolume : Capital Improvement Program and ImplementationVolume : Financial Plan and User Rates and FeesVolume : Additional Special Collection System StudiesChapter : IntroductionChapter : Sewers and Manholes in Close Proximity to Waters of the USChapter : SSO Reporting and ResponseChapter : Laboratory Compliance AuditChapter : Chemical Root Control SOPChapter : SSMP UpdateFINAL 95A00/Deliverables\Final Volume and Chapter TOC

ABBREVIATIONS UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES CITY OF RIVERSIDEAbbreviations Falpha factorμg/Lmicrograms per literA/A Trunk SewerAcorn/Arlanza Trunk SewerAACEAdvancement of Cost EngineeringAADFannual average daily flowAAFaverage annual flowABAssembly can Concrete InstituteACPasbestos cement pipeACSAmerican Community SurveyACT treatment trainActivated treatment trainADCalternative daily coverADEQArizona Department of Environmental QualityADFaverage daily flowADWFaverage dry weather flowAFYacre‐feet per yearAPADacid‐phase anaerobic digestionAQMDAir Quality Management DistrictAQMPAir Quality Management PlanARBCalifornia Air Resources BoardARVsair release valvesASCEAmerican Society of Civil EngineersAWTAdvanced Water TreatmentBACTbest available control technologyBCMBest Available Control Measures for Fugitive Dust SourcesBFPbelt filter pressBMPbest management practicesBNRBiological nutrient removalBODbiochemical oxygen demand‐day biochemical oxygen demandBODBPTCBest Practicable Treatment or ControlBtu/lbBritish thermal unit per poundBWFbase wastewater flowCCelsiusCaCOcalcium carbonateCarolloCarollo Engineers, Inc.FINAL eliverables\Abbreviations i

CITY OF RIVERSIDE UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES ABBREVIATIONSCASACalifornia Association of Sanitation AgenciesCCBchlorine contact basinCCFhundred cubic feetCCIConstruction Cost IndexCCTVClosed Circuit TelevisionCDFWCalifornia Division of Fish and WildlifeCDMCamp Dresser & McKee, Inc.CECsContaminants of Emerging ConcernCEQACalifornia Environmental Quality ActCESACalifornia Endangered Species Actcfdcubic feet per daycfmcubic feet per minutecfscubic feet per secondCIPCapital Improvement ProgramCityCity of RiversideCIWQSCalifornia’s Integrated Water Quality SystemCMBCombustion SourcesCMMSComputerized Maintenance Management SystemCNGcompressed natural gasCOcarbon dioxideCODchemical oxygen rnia Stream Condition IndexCSDCommunity Services DistrictsCTSCoatings and Solventscu ftcubic feetCWAClean Water ActCWCCalifornia Water CodeCWEACalifornia Water Environment AssociationDAFdissolved air flotationDAFTdissolved air flotation thickenersdays/weekdays per weekDCRdemand‐capacity ratioDDWCalifornia Division of Drinking WaterDGdigester gasDIRDepartment of Industrial RelationsDMRdischarge monitoring reportDUdwelling unitii JUNE FINAL

ABBREVIATIONS UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES CITY OF RIVERSIDEDWFdry weather flowEBRTempty bed residence timeECEmerging ConstituentsEDRelectro‐dialysis reversalEDUequivalent dwelling unitsEGMEmission Growth ManagementEIREnvironmental Impact ReportEnerTechEnerTech Environmental California, LLCENREngineering News RecordEPAEnvironmental Protection AgencyEQequalizationESAEndangered Species ActFFahrenheitFDAFood & Drug AdministrationFlo‐DarMarsh‐McBirney Flo‐Dar FLXCompliance Flexibility ProgramFOGfats, oils, and greasefpsfeet per secondftfeetFTEFull Time EmployeeFUGFugitive EmissionsFYfiscal yearsggramsgalgallonsGBTgravity belt thickenersGHGGreenhouse GasGISGeographic Information SystemGLGeneral Ledgergpcdgallons per capita daygpdgallons per daygpd/acgallons per day per acregpmgallons per minutegpm/sq ftgallons per minute per square feetGWIgroundwater infiltrationHShydrogen sulfideHGLhydraulic grade lineHIDHigh‐Intensity DischargehphorsepowerhrhourFINAL JUNE iii

CITY OF RIVERSIDE UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES ABBREVIATIONShrs/dayHShours per day‐hydrogen sulfide ionHVACheating, ventilation, and air conditioningI/IInfiltration/inflowIEBLInland Empire Brine LineIEUAInland Empire Utilities Agencyin.inchiPACSInternet‐based POTW Administration and Compliance SystemIRWDIrvine Ranch Water DistrictITInformation TechnologyIWWMPIntegrated Wastewater Master Planklb/dthousand pounds per dayklbN/dthousand pounds of nitrogen per dayKPIKey Performance IndicatorkWhkilowatt hourlbspoundslbs/cfdpounds per cubic feet per daylbs/ftpounds per cubic feetLFlinear feetLIMSLaboratory Information Management SystemLMLongitudinal MotionLOTOLock Out / Tag OutLROlegally responsible officialMaster PlanIntegrated Master Plan for the Wastewater Collection and TreatmentFacilitiesMBRMembrane BioreactorMBR treatment trainMembrane Bioreactor treatment trainMCCmotor control centerMCSMultiple Component SourcesMDDmaximum day demandMDLMethod Detection LimitsMFmicrofiltrationMFRmulti‐family residentialMGmillion gallonsmg‐min/Lmilligrams per minute per litermg/Lmilligrams per litermgdmillion gallons per daymgN/Lmilligrams of nitrogen per literminminuteiv JUNE FINAL

ABBREVIATIONS UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES CITY OF RIVERSIDEmin/hrminutes per hourML&Cmortar lined and coatedMLSSmixed liquor suspended solidsmmmillimeterMMBtumillion British thermal unitsMMBtu/hrmillion British thermal units per hourMMRPMeasurement, Monitoring and Reporting ProceduresMOBMobile Source ProgramsMPMaster PlanMPNmost probable numberMRPMonitoring and Reporting Programmslmean sea levelmVmillivoltN/Lnitrogen per literNOnitrous oxideNACWANational Association of Clean Water AgenciesNaHSOsodium bisulfiteNaOClsodium hypochloriteNASSCONational Association of Sewer Service CompaniesNECNational Electric CodeNELACNational Environmental Laboratory Accreditation ConferenceNELAPNational Environmental Laboratory Accreditation ProgramNFPANational Fire Protection AssociationNGONon‐Governmental OrganizationsNH ‐Nammonia nitrogenNOAANational Oceanic and Atmospheric AssociationNOInotice of intentNOXNitrogen oxidesNPDESNational Pollutant Discharge Elimination SystemNTUnephelometric turbidity unitO&MOperations and MaintenanceOCSDOrange County Sanitation DistrictOERPOverflow Emergency Response PlanOESOffice of Emergency ServicesOJTOn‐the‐Job TrainingORPOxidation‐Reduction PotentialP/Lphosphorus per literPACPPipeline Assessment Certification ProgramPAYGOPay‐As‐You‐GoFINAL JUNE v

CITY OF RIVERSIDE UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES ABBREVIATIONSPDRPreliminary Design ReportPEIRProgrammatic Environmental Impact ReportPFRPProcess to Further Reduce PathogensPLCprogrammable logic controllerPOTWPublicly Operated Treatment Workppbvparts per billion by volumeppcdpounds per capita per dayppdpounds per dayppd/cu ftpounds per day per cubic feetppd/sq ftpounds per day per square feetpphpounds per hourppmparts per millionpsfpounds per square footpsipounds per square inchPTZPan‐Tilt‐ZoomPVCPolyvinyl ChloridePWSpotable water salinityPWWFpeak wet weather flowQICSQualitative Intelligence and Communication SystemR&Rrehabilitation and repairRASreturn activated sludgeRCNLDReplacement Cost New Less DepreciationRCPreinforced concrete pipeRDIIRain Derived Infiltration and InflowRDTrotary drum thickenersRECLAIMRegional Clean Air Incentives MarketRegional BoardCalifornia Regional Water Quality Control BoardRGrain gaugeRNGrenewable natural gasROreverse osmosisRPURiverside Public UtilitiesRSTrotary screw thickenersRTPRegional Transportation PlanRWQCBRegional Water Quality Control BoardRWQCPRegional Water Quality Control PlantS‐sulfide ionSARDASanta Ana River Dischargers AssociationSARTSanta Ana River TrailSBSenate Billvi JUNE FINAL

ABBREVIATIONS UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES CITY OF RIVERSIDEsBODSoluble biochemical oxygen demandSBTsludge blending tankSCADAsupervisory control and data acquisitionSCAGSouthern California Association of GovernmentsSCAPSite Cleanup Subaccount ProgramSCAQMDSouth Coast Air Quality Management Districtscfmstandard cubic feet per minutesCODsoluble chemical oxygen demandSECAPSystem Evaluation and Capacity Assurance PlanSFRsingle‐family residentialSFYsquare feet per yearSIUSignificant Industrial UsersSLCPShort Lived Climate PollutantSLRsolids loading rateSOCStrengths, Opportunities, and ConcernsSOPStandard Operating ProceduresSORsurface overflow rateSouth StarSouth Star Engineering & Consulting, Inc.SOXSulphur oxidessq misquare mileSQRStructural Quick RatingSRFState Revolving FundSRTsolids retention timeSSstainless steelSSCSustainable Communities StrategySSMPSewer System Management PlanSSOSanitary Sewer OverflowsState Water BoardCalifornia State Water Resources BoardSWMMStorm Water Management ModelSWRCBState Water Resources Control BoardTDStotal dissolved solidsTINtotal inorganic nitrogenTKNtotal Kjeldahl nitrogenTLTMTechnical MemorandumTMDLtotal maximum daily loadTNtotal nitrogenTOCtotal organic carbonTPtotal phosphorusFINAL JUNE vii

CITY OF RIVERSIDE UPDATE OF THE INTEGRATED MASTER PLAN FOR THE WASTEWATER COLLECTION AND TREATMENT FACILITIES ABBREVIATIONSTStotal solidsTSStotal suspended solidsTSTTest for Significant ToxicityURSURS CorporationsUSACEUnited States Army Corps of EngineersUSBRU.S. Department of the Interior Bureau of ReclamationUSFWSUnited States Fish and Wildlife ServiceUSGSUnited States Geological SurveyUV/AOPUltraviolet/Advanced Oxidation ProcessV&AV&A Consulting EngineersVCPVitrified Clay PipeVFAvolatile fatty acidsVFDvariable frequency driveVSRvolatile solids reductionVSSvolatile suspended solidsWaPUGWastewater Planning Users GroupWASwaste activated sludgeWDRWaste Discharge RequirementsWLAMWaste Load Allocation ModelWMWDWestern Municipal Water DistrictWQMPWater Quality Management PlanWRCRWAWestern Riverside County Regional Wastewater Authoritywtwet tonWTPDwet tons per dayWWTPwastewater treatment plantZLDZero Liquid Dischargeviii JUNE FINAL

City of Riverside Public Works DepartmentVOL. 6CHAPTER1UPDATE OF THE INTEGRATEDMASTER PLAN FOR THE WASTEWATERCOLLECTION AND TREATMENT FACILITIESRegional Water Quality ControlPlant Condition AssessmentPlant Condition Assessment Results

City of Riverside Public Works DepartmentUpdate of the Integrated Master Plan for the Wastewater Collection andTreatment FacilitiesVOLUME 6: REGIONAL WATERQUALITY CONTROL PLANTCONDITION ASSESSMENTCHAPTER 1: PLANT CONDITIONASSESSMENT RESULTSFINAL June 2019

PLANT CONDITION ASSESSMENT RESULTS VOL 6 CH 1 CITY OF RIVERSIDEContents- Plant Condition Assessment Results1.1 Purpose1-11.2 Background1-11.3 Condition Assessment Methodology1-11.3.1 Assessed RWQCP Processes Areas1-21.3.2 Information Gathering1-51.3.3 Pre-Assessment Workshop1-51.3.4 Asset Condition Scoring1-51.3.5 Assessment and Development of Recommendations1-61.3.6 Cost Estimate Preparation1-61.4 Condition Assessment Findings1-71.4.1 Headworks1-71.4.2 Primary Sludge Pumping1-91.4.3 ACT Treatment Train (Plant 2) Aeration Basins1-111.4.4 RAS/WAS Pumping1-131.4.5 WAS Thickening1-151.4.6 Tertiary Filters1-161.4.7 Chlorine Contact Basins1-191.5 Recommended CIP1-20AppendicesAppendix 1AAsset InventoryAppendix 1BDetailed Cost EstimatesTablesTable 1.1Condition Score ExplanationTable 1.2RWQCP CIP Summary1-51-20FINAL JUNE 2019 00/Deliverables/Volume 6 - RWQCP Plant Condition Assessment/Ch1

CITY OF RIVERSIDE PUBLIC WORKS DEPARTMENT VOL 6 CH 1 PLANT CONDITION ASSESSMENT RESULTSFiguresFigure 1.1Condition Assessment Workflow1-2Figure 1.2RWQCP Process Area Assessment Map1-3Figure 1.3RWQCP CIP Summaryii JUNE 2019 FINAL1-21

PLANT CONDITION ASSESSMENT RESULTS VOL 6 CH 1 CITY OF RIVERSIDEPLANT CONDITION ASSESSMENT RESULTS1.1 PurposeThis chapter summarizes the process and results of the condition assessment of the City'sRWQCP. The findings and recommendations from the condition assessment are used as onesource of information to develop the CIP and identify necessary projects for the next 20 years.1.2 BackgroundThe City's Wastewater Division operates and maintains the RWQCP, which consists of aheadworks, two separate treatment plants, and a tertiary filtration plant. Together, these facilitiesprovide preliminary, primary, secondary, and tertiary treatment for a design rated capacity of46 mgd. The RWQCP construction will be completed in the summer of 2017 to convert one of theexisting secondary treatment trains to a MBR treatment train (Plant 1). The portions of the plantrelated to the MBR treatment train (Plant 1) installation are new and were not included in thecondition assessment.1.3 Condition Assessment MethodologyThe condition assessment was conducted via visual assessment with the purpose of capital projectplanning. For this assessment, a pre-assessment workshop was conducted in which theassessment process was explained and staff provided input. The information from theseworkshops was then reviewed, and an assessment inventory was compiled.Afterward, field visits were conducted in specified areas, with City participation and input. The sitevisits were limited to visual assessment of equipment and structures; no confined space entrieswere conducted and processes were not taken offline to see below the operating water level.Using the information gathered, CIP projects were recommended for the next 20 years.The condition assessment focused on identifying the actions required over the 20-year planningperiod to keep the process areas in good, working condition, as opposed to planning for futureproject expansions or modifications related to regulatory changes. Specifically, the goals of theassessment were to: Identify poor condition assets.Flag safety and code deficiencies.Forecast end-of-life replacements for existing assets within the planning period.The goal of this chapter is to identify R&R CIP needs with respect to condition of the existingfacilities. CIP needs with respect to regulations and capacity limitations are being addressed inVolume 4 of this update to the Master Plan. It is important to note that this effort includesrehabilitating and/or replacing assets before they fail as part of the City's ongoing assetmanagement program. It is also important to note that the projects listed in this chapter would allbe considered CIP projects and not maintenance projects, per our reading of the City guidelines.In some cases it may seem that the projects in the chapter could be classified as maintenanceFINAL JUNE 2019 1-1

CITY OF RIVERSIDE PUBLIC WORKS DEPARTMENT VOL 6 CH 1 PLANT CONDITION ASSESSMENT RESULTSprojects. For example, painting of pipes and etcetera would normally be considered amaintenance project. However, in this chapter, if painting, or a similar type of improvement wasrecommended then it was done so such that it would be included as part of a larger project (e.g.,replacing bar screens or pumps).The condition assessment covered seven process areas over 1 day and was conducted by anengineering team of multiple disciplines. The workflow in Figure 1.1 summarizes the overallprocess for the assessment and development of the results.Figure 1.1Condition Assessment WorkflowThe following sections describe the major steps of the assessment process in more detail.1.3.1 Assessed RWQCP Processes AreasThe condition assessment focused on the following seven areas of the plant:1. Headworks.2. Primary sludge pumping.3. Aeration basins (ACT treatment train (Plant 2) only), specifically focusing on the MLRpumps, baffles, diffusers membranes, and mixers.4. RAS and WAS pumping.5. WAS thickening.6. Tertiary filters.7. Chlorine Contact Basins.Figure 1.2 shows the location of these assessed process areas within the plant. In conjunction withRWQCP staff, the above areas were identified as the areas that will potentially require CIP needsin the next 20 years. All other process areas either have been recently rehabilitated or are currentlybeing rehabilitated.1-2 JUNE 2019 FINAL

PLANT CONDITION ASSESSMENT RESULTS VOL 6 CH 1 CITY OF RIVERSIDEFigure 1.2RWQCP Process Area Assessment MapFINAL JUNE 2019 1-3

PLANT CONDITION ASSESSMENT RESULTS VOL 6 CH 1 CITY OF RIVERSIDE1.3.2 Information GatheringAn evaluation or assessment is only as good as the information collected for it. Ideally, a list ofassets from the maintenance system would be available to help verify the assets in each area andtheir primary attributes. Furthermore, a review of record drawings can provide details about thearea construction and operation.In addition to input from staff, the following information was used to prepare for and supplementthe visual observations made in the field: Record Drawings - Drawings from the original construction and major upgrades wereprovided and reviewed to understand the timing of construction, design, layout,equipment and structure locations, and buried assets in each process area. Maintenance System Asset Data - This included a list of major equipment as well as workorder history. The information was used to understand the history of the assets.1.3.3 Pre-Assessment WorkshopA pre-assessment workshop was held on February 16, 2017, at the RWQCP. The meeting'spurpose was to review the gathered information, request additional information, present theassessment process for City feedback, and solicit input from the City on each area's issues andconcerns.Staff input focused on past and present issues, staff concerns, and any improvements needed orwanted for each area. The input gathered during the workshop was used to prepare for the fieldvisits.1.3.4 Asset Condition ScoringThe observations and evaluation of area assets were summarized into a single 1 to 5 score.Condition scores were assigned to only the major assets in each area. In general, major assets aredefined as equipment and structures with a replacement value of more than 25,000. The list ofassets was developed using the list provided from the City's maintenance system. Appendix Aincludes a list of the major assets in each process area along with the noted condition score.The purpose of the condition score is to communicate the timing until a major upgrade,rehabilitation, or replacement is needed for that asset. The score is a generalized condition for theasset as a whole, including its components and associated equipment. The score is based onprofessional judgment and is subject to interpretation. Table 1.1 describes the condition scoresand the timing they are meant to represent.Table 1.1Condition Score ExplanationScore(1)Timing of NextAction(2)1More than 20 yearsNewly installed, best possible condition216 to 20 yearsGood condition311 to 15 yearsFair condition, normal maintenance required46 to 10 yearsPoor condition, in need of minor repairs5Within 5 yearsWorst condition, broken or does not meet process requirementsGeneral DescriptionNotes:(1) Scores are meant to summarize the general condition of the asset as a whole.(2) Timing based on professional judgment of assessors of next major upgrade, rehabilitation, or replacement.FINAL JUNE 2019 1-5

CITY OF RIVERSIDE PUBLIC WORKS DEPARTMENT VOL 6 CH 1 PLANT CONDITION ASSESSMENT RESULTS1.3.5 Assessment and Development of RecommendationsThe assessment of the RWQCP occurred on April 4, 2017. Recommendations for each process areawere developed based on the observations from the assessment team. The assessors used thetime in the field to visually inspect the major components, noting any repair and rehabilitationneeds, identifying areas in need of more detailed inspection techniques (e.g., concrete coring orassessment), recording asset conditions, and identifying CIP-level projects for the update of theMaster Plan.The assessment team included five engineers from Carollo and a team of City staff members asindicated in the following: David Baranowski - Assessment Task Lead/Civil Engineer.John Briones - Electrical Engineer.James Doering - Structural Engineer.Brian Graham - Process Engineer.Khalil Kairouz - Mechanical Engineer.La Mond Mansell - Wastewater Plant Supervisor.Greg Otjen - Senior Wastewater Operator.Richard Pallante - Wastewater Maintenance Manager.Gilbert Perez - Wastewater Operations Manager.The observations and recommendations were presented to the City for review and feedbackduring a workshop on May 3, 2017.The observations and recommendations from each assessor were combined into a single set ofrecommendations for each process area. The recommended improvements were organized intotwo time frames: near-term and long-term. Near-term projects are recommended for the next10 years and generally coincide with condition scores of 4 and 5. Long-term projects arerecommended for completion between 10 and 20 years and coincide with a score of 2 and 3. Ingeneral, it is anticipated that assets with Level 1 score will not need a CIP project as part of thisupdate of the Master Plan. These timeframes are based on professional judgment and considerthe timing of related components and other affected items.Additionally, the replacement of major assets was forecasted based on a combination of life andcondition. Noting that the planning period extends 20 years into the future, some assets observedto be in fair condition, will need to be replaced in the next 10 to 20 years. The assets that fall intothis situation are identified in the "End-of-Life Forecast" subsection of each process area.The recommendations and CIP needs presented in this chapter are based solely on the conditionof the assets. CIP needs pertaining to capacity, regulatory, and other factors will be included inVolume 7 (CIP and Overall Implementation) of the update to the Master Plan.1.3.6 Cost Estimate PreparationCost estimates were completed for each recommended project. The costs were developed inaccordance with Basis of Cost Estimates chapter of this update of the Master Plan (Volume 2,Chapter 4).The presented costs are considered Class 4 estimates. The costs are based on the AACEInternational's definitions of the five "class estimates" in AACE International Recommended1-6 JUNE 2019 FINAL

PLANT CONDITION ASSESSMENT RESULTS VOL 6 CH 1 CITY OF RIVERSIDEPractice No. 18R-97. The expected accuracy of any estimates included herein is 30 percent overthe estimate to 15 percent under the estimate.1.4 Condition Assessment FindingsThis section summarizes the findings from the condition assessment of the RWQCP, includinginformation about the assessed areas, key observations, and near- and long-term recommendedprojects. End-of-life forecasts are also included for each area.1.4.1 HeadworksThe current headworks area was constructed in 1999 andconsists of the screening room, blower room, electrical room,grit chambers, and grit pumping room. There is also aseptage receiving station adjacent to the headworks that wasevaluated as part of the condition assessment. Staff providedthe following input for the headworks area: Bar screens are now 18 years old and have become amaintenance problem and staff are concerned aboutthe ability to find replacement parts (manufacturerwent out of business).Air ducts in the screening room are corroded.Grit pump room has access hatch safety concerns.A new biofilter system was installed in the area during the MBR project. However,because it is new, it was not evaluated as part of this project.Grit chambers have been inspected and no concrete issues were noted.The T-Lock lining on the influent channels has failed in some areas.1.4.1.1 Key ObservationsThe condition assessment found several issues at the headworks area. Exposed aggregate wasobserved in some of the structure and water had pooled on the screening room floor. The accesshatch to the grit room was lacking fall or vehicle protection, and some electrical equipment didnot meet current NEC standards. The classification of the screening room could be Class I,Division 1 or Division 2 depending on the number of air changes per hour provided by theventilation system. According to NFPA 820, if the room has at least 12 air changes per hour thenit would be classified Class I, Division 2, otherwise it would be Class 1, Division 1.Several areas were observed with various stages of corrosion. The metal air ducts in the screeningroom had significant corrosion, and the FRP had coating issues over the entire area. The screeningconveyer is also corroded and in poor condition. Staff noted that a clog in the previous biofilterresulted in poor ventilation in the screening room, which is most likely the cause of acceleratedcorrosion in this area. Noteworthy corrosion was observed on the barscreen gates and thescreening conveyor.The hatches to the influent channels are not rated for traffic and not protected by bollards. Thesehatches were previously blocked by the biofilter, which was removed and relocated. This area isnow available for vehicle traffic and is accessible by the trucks using the septage receiving station.This area is considered to be hazardous for vehicle traffic and should be conned off until hatchescan be replaced or bollards installed.FINAL JUNE 2019 1-7

CITY OF RIVERSIDE PUBLIC WORKS DEPARTMENT VOL 6 CH 1 PLANT CONDITION ASSESSMENT RESULTSThe grinders, washers, and compactors will be in need of replacement in the next few years. Staffnoted that this can be completed with internal resources.Temporary, rolling ladders were placed to allow access to the grit snails and elevated equipment.The mobility of these ladders and lack of landing area for maintenance is a safety concern.Ferric chloride can be dosed upstream of headworks. The current configuration does not allow forseparate dosing to the two treatment trains. This is an operational issue if the City plans to operateboth treatment trains long-term (if the Active train is shut down and only the MBR treatment train(Plant 1) is active, then this is not an issue). The location of the dosing point should be moved toallow greater operational control of the chemical in each treatment train. In addition, dosingdirectly upstream of the headworks is not recommended because of the potential for corrosion tothe headworks equipment (bar screens, gates, etc.).The barscreens are in fair condition; however, considering the age of the units, the maintenancehistory, the corrosion on the gates, and the concern over the availability to find replacement parts,there is a strong case to be made to replace them over the next 10 years.Overall, the septage receiving station is in fair condition. Some minor components were corroded.However, staff noted the concern over the location of the station and the access given to non-Citytrucks to dump into the station.All electrical equipment in the area should meet Class 1, Division 1 or Division 2 standards,depending on the classification of the area. As portions of the area are rehabilitated or upgraded,the electrical components should be replaced with compliant equipment.1.4.1.2 Near-Term Projects (0 to 10 Years)To mitigate the more immediate issues listed above, the following projects are recommended forcompletion in the near-term:1. Replace all metal ducting in the screening room and repair the coating on the FRP ducting.Improve the grit room pump's ventilation to ensure 12 air changes per hour and add H2Ssensors.2. Replace all electrical components that do not meet appropriate classification withhazardous rated equipment and seal all conduits.3. Replace the bar screens and slide gates.4. Replace the screening conveyers.5. Install permanent stairs and landings for the grit classifiers and elevated equipment.6. Implement hatch and safety improvements. Replace the damaged hatch to the grit roomand install fall protection for the opening. Replace the plate covers with traffic-ratedhatches and i

PLC programmable logic controller POTW Publicly Operated Treatment Work ppbv parts per billion by volume ppcd pounds per capita per day ppd pounds per day ppd/cu ft pounds per day per cubic feet ppd/sq ft pounds per day per square feet pph pounds per hour ppm parts per million

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